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Home My WebLink AboutOrange County Sanitation District No. 11 - 1977-08-15 *tisar�,y ' COUNTY ANI.TATION DISTRICTS TELEPHONES: � hFlEA CODE .71 OF ORANGE COUNTY CALIFORNIA :� 962-2 411 7 � 4_,,�,� 9 6 Z-2 41 1 P. U. BOX 8127. FOUNTAIN VALLEY. CALIFORNIA 92708 10844 ELLIS AVENUE (EUCLID OFF-RAMP. SAN DIEGO FREEWAY) September 24, 1979 City of Huntington Beach P. 0. Box 190 Huntington Beach, CA 92648 Attention: Alicia M. {Wentworth, City Clerk Subject : Warner Avenue Relief Trunk Sewer Enclosed herewith for your files is a copy of the Grant Deed from the City of Huntington Beach in connection with subject sewer lire along with the recording information. Rita Brohii Assistant to the Secretary of the Board Enclosure - ; D r RECORDED IN OFFIS"t. "rrp" r, - ... Cr Cr!nIsr,t Cf sir WHEN RECORDED MAIL TO: �,.,.. .�, —� `11 LTAid A'JG q 1979 County Sanitation Districts of C 2 , Orange County, California LEE A. BRANCH County Recordet HAIL TAX STATEMENTS TO: County Sanitation Districts of Orange County, California —� 10844 Ellis Avenue L Fountain VaVey, Ca. 9270S SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY GRANT DEED (1vi thi n public I•i gilt-of- way; No A.P. Nos. ) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknow- ledged, the CITY OF HUNTINGTON BEACH, a municipal corporation, organized under Charter and the lays of the State of California, does hereby GRANT to COUNTY SANITATION DISTRICT NO. 11 OF ORANGE COUNTY, CALIFORNIA, all right, title and interest in that certain sewer line and appurtenances located within a public street right-of-way known as Warner Avenue, and more Particularly described as: "The Warner Avenue Relief Trunk Sewer commencing at the centerline of the intersection of Warner Avenue and Springdale Street and proceeding to a point 800 feet west of Graham Street all in the City of Huntington Leach, State of Cali- fornia." CITY OF HUNTINGTON BEACH Dazed: •� f-i' ��. 1979 A :funk ipal Corporation -City Clerk 1=� �•t � STATE Or CALIFORNIA � 1 s s : 1�G E �+ COUNTY OF OFhNGE ) f„� ` `P On this - r dos of ;., I9 before rc, ,f1 a Notary Public in and for said Counr_y Vand ;St te, personally ap -pared }mown to m to be the :ayor and J• known to r.� �o b` the Cit.: Clerk of the it'7 of i-untinCt.on Beach, the municit:,al cor.noration ti;at �d ti1'_ withi:: inst:rl.::.eIlt, known to re to be the p.�rSo:iS -who exe: utc•C: tip=. rt.oratiori an,; a�...:c::le• cec L)r+ t is f - -� •''_��' i%.(.ire Ci ty of n".n.ti•� nc,ton Reach wed , Q/ 8/7 .._... ._ ... .{.«...�.-.-tom r` LAW OFFICES OF Rourke be oodrarr SUITE 1070 •PEA COOL 714 ,A .CS G NpuR.t ?►+O•+AS l NpCONUtf GALItORN1A /IR5T DAN►1 DUILP1110 S35•A212 ALAN R KATT5 1055 NORTH MAIN PTRECT 7CLCCOPICp LAN RD H N4RN5 +9 R S..ANT 1R ALAN SANTA ANI..CALIrORNIA 02701 (714, 0]5.777 ROBE RT L LAvOIL DANIEL . SPRADLI►. July 13, 1979 City Clerk City of Huntington Beach, P.O. Box 190 Huntington Beach, Ca. 92648 Re: Grant Deed for Public Trunk Line Sewer Dear Sir: Pursuant to that certain agreement dated August 15, 1977, between the City of Huntington Beach and County Sanitation District No. 11, we are enclosing herewith a Grant Deed fer execution by the City of Huntington Beach. The terms of that agreement provided for the City to construct the necessary sewer line known as the Warner Avenue Relitif Trunk and upon completion of construction, to present full invoice to the County Sanitation District, who would be purchas- ing full right, title and interest in the facilities. The line is located entirely within a public street right-of-way; and therefore, no trans- fer of interest in the land is involved. On November 15, 1978, the District provided to the City of Huntington Beach its warrant in the amount of $288,996.07, as payment in full for the line, but the District never received a Grant Deed for the line and facilities. I have therefore prepared this Grant Deed, and would ask that upon approval as to form by the City Attorney, that you have it executed and return it directly to the offices of the County Sanitation Districts of Orange County, Califor- nia, P.O. Kox 8127, Fountain Valley, Ca. 92708. If you have any particular questions, please feel free to either contact this office or Mrs. Rita J. Brown, Assistant to the Secretary of the Board of [Directors. Very truly yours, R RKE & WOODRUFF Thornas L. Woodruff / General Counsel TLW:P! Enclosure cc: Mr. F.A. Harper Mr. J.W. Sylvester �I „ AREA COt)C 714CB' COUN�"Y 3A 1TATION IS fRICTS �i�f� �. � s40.2910 OF ORANGE COUNTY, CALIFORNIA .,� 962-2411 P. ❑. e(3x 8127. FOUNTAIN VALLEY. CALIFORNIA 92708 Ipe44 F.LLIS AVENUE (EUCLID OFF-RAMP. SAN DIEGO FREEWAY) September 24 , 1979 City of Huntington Beach P. 0. Box 190 Huntington Beach, CA 92648 Attention: Alicia M. Wentworth, City Clerk Subject : Warner Avsnue Relief Trunk Sewer Enclosed herewith for your files is a copy of the Grant peed from the City of Huntington Beach in connection with subject sewer line along with the recording information. Rita Brown Assistant to the Secretary of the Board Enclosure 4 oil_ f ' 12 l R[COPOrd IN&rriclat Prrw4"5 ; u'HEN RECORDED MAIL TO: c,Et:t:T-- -Il �2 AM AUG 9 19?9 County Sanitation Districts of C l Z Grange County, California LEE k BRANCH County Racmder MAIL TAX STATEMENT5 TO: County Sanitation Districts of Orange County, California 10844 Ellis Avenue Fountain Valley, Ca. 92708 J ' .1 SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY "..r. (Within public right-of- GRANT DEED way; No A.P. Nos.) FOR A VALUABLE'CONSIDERATION, receipt of which is hereby acknow- ledged, the CITY OF HUNTINGTON BEACH, a municipal corporation, organized under Charter and the laws of the State of California, does hereby GRANT to COUNTY SANITATION DISTRICT NO. 11 OF ORANGE COUNt-Y, CALIFORNIA, ell right, title and interest in that certain sewer line and appurtenances located within a public street right-of-way known as Warner Avenue, and more particularly described as: "The Warner Avenue Relief Trunk Sewer commencing at the centerline of the intersection of Warner Avenue and Springdale Street and proceeding to a po:,at 800 feet west of Graham Street , all in the City of Huntington Beach, State of Cali- fornia." CITY OF HUNTINGTON BEACH . 1 Dated: .; , 1979 A Municipal Corporation y/ r 7 I /.�. ByL4.x�c� City Clerk STATE OF CALIFORNIA ? as: COUt12Y CF ORANGE On this ` r -✓t day of lw, , f.. 19 7.• , before awe, a notary Public in and for said County and,State, personally appeazed J '�� ✓ known to owe to be the Mayor and known to me to be the City Clerk of the City of Hunrington Beach, the municipal corporation that executed the within instrument, known to cac to be the persons who txecuted the rporatior, and acknowledged tx: s arwe. h c3 � u� Nr; ; 827 •.-• City of if::ntingtoi�Beach - - - ... .. .. . , , fit . .....! 1 +� L Cots. _._817/79 '7` t.t'c. t - i ' y • r � _ Y .,�,1 City4f Huntington B-0.0 P.P.P- eadi P.O. 90X 190 6 M. . 1P - - 9 P- -1- - �11 CALIFORNIA 9248 ' ENGINEERING DEPARTMENT K) To,:., Mayor ayor and City Council ATTN: Floyd G. Belsito, City Administrator FROM: H. E. Haxtge, Director of Public Works `lE'r DATE: August 8 , 1977 SUBJECT: Reimbursement Agreement Between County Sanitation District No. 11 and the City of Huntington Beach STATEMENT OF PROBLEM: During the past two months the City Council authorized the design of a relief sanitary sewer in Warner Avenue west of Springdale Street and a call for bids for the construction of the sanitary sewer upon completion of the design. These Council actions were predicated on a reimbursement agreement to he executed between the City and Orange County Sanitation District No, 11. RECOMMENDED ACTION: It is recommended that the City Council authorize the Mayor to execute the reimbursement agreement between County Sanitation Di.,trict No. 11 and the city of Huntington Beach for the design and construction of a sanitary sewer in Warner Avenue from Springdale Street to a point 800 feet westerly of Graham Street. ANALYSIS : On the August 10, 1977 agenda of the Orange County Sanitation District 11 is Item 35 . This is for consideration of their reso- lution No. 77-3.08-11 approving an agreement with the City of Huntington Beach for the construction of the Warner Avenue relief trunk by the City of Huntington Beach and authorizing the purchase of said trunk sewer from the City by District No. 11 . It is anticipated that the Sanitation District Board will approve the agreement because it was drafted by their attorney and approved by our City Attorney . If for some reason the Sanitation District Board does not approve the agreement, the City Council will be so advised in advance of their August 15 meeting. ALTERNATIVES : There are no apparent alternatives to this project. If it does not go forward as planned, there is a likelihood that a building moratorium would have to be declared on the remaining vacant lands planned to be sewered to the Warner Avenue Sanitary Sewer. a HEH:MZ : jy c � ` a r I .1 421 PRO-Jec r OcA r1oN -7 At r CITY OF HUNTINGTON BEACH i ��4 TCLCPHONES: COUNTY SANITATIONDISTRICTS �f c. ARCA CODE 714 s4D-2910 OF ORANGE COUNTY, CALIFORNIA 962-2411 P. ❑. BOX 8127. FOUNTAIN VALLEY, CALIFORNIA 92708 10844 ELLIS AVENUE (EUCLID OFF-RAMP. SAN DIEGO FREEWAY) September 16 , 1977 City of Huntington Beach P. O. Box 190 Huntington Beach, CA 92648 Attention: Alicia M. Wentworth City Clerk Subject : Agreement for construction of Warner Avenue Relief Trunk by City of Huntington Beach and purchase of said sewer from City by District No. 11 Enclosed herewith please find one fully-executed r-opy of subject agreement for your files . I Wayne, "Sylvester Director of Finance and Board Secretary JWS :rb Enclosure cc: Chief Engineer Superintendent 0 0 -�-� City of Huntington Beach P.O. BOX 190 CALIFORNIA US" r 'fi i'r ' CLE or � �c� cal• iN c � August 17 , 1977 Mr . J . Wayne Sylvi ;ter, Finance Director 6 ISoard Sec retdry Orange Cuunty Sani :iit ion District P . 0. Box 3127 Fountain .'alley, CA 92708 Dent Mr . Sv ,:t-stc.r - The City C-ouncil 1h1vy Citt' of Huntington Bt::ach at its regular meetin:, field Au,..'11at 15 , 1077 approvt,�,'. �1 reimbursement ag_eEm,ent bet,.•-eer, • ('itv and (.cunty Sanitation ?district #11 for tho 6c.sig-i :7-.1 nistr'ictijn of a sanitary sewe,r in Warner ;venue 1rc- 1 Sp:i :. ;cl:, is Strl ,.-ee to a point 300 ;�e:sterly of G 7 711.3M StrCIC-t . We _.re vi:clrsinf, ti zr,�• dul-I executed copies of .-aid agreement . When s,:-. :'e' t:t vd I)% t '1c Dist rice , � .t'�l'+E forwird the City' s copy to tht-f « -t iC O t Iit• , i t V i i t:i'r . F . £•n}t 190, hunt ington Beech, CA Alicia X. City Clerk encl . 3 TIN Pj ' 07/26/717 0 A u is E E M E N T TIiIS AGREEI•iENT, is made and entered into this l5th day of August , 1977 , by and between COUNTY SA14ITATTON DISTRICT NO. 11 OF OPA14GE COUNTY, CAL' FORMA, hereinafter referred to as "District" , and the CITY OF HUNTINGTON . BEACH, a charter city, municipal Corporation of. the State of California, hereinafter referred to as "City" . WHEFEAS, District has developed a Master Plan of Sewers designed for the collection of vast,'-water from the area within District No. 11 of ' ne County Sanitation Districts of Orange 'C"ounty, California; and WHEREAS, District is a memler of the County San-ration Districts of Orange County, Cali`.-ornia; and WHEREAS, the area encompassed within District, is comprised solely of the City of Huntington Beach and certain unincorporated territory; and WHEREAS, City has determined that it i!p in its best interests to immediately construct a sewer line in order to serve the it umediate needs of the residents of City; and WHEREAS , City and District have jointly developed plans for the construction of a sewer line to meet the standard specifications required of District; and r WHEREAS, the parties desir%—;; •to set forth their respective rights and obligations concerning the design and construction of a sewer line. * NOW, THEREFORE, the parties hereto agree: 1. City shall design a 21 inch sewer Line to be installed in Warner Avenue in the City of Huntington Beach, commer:%ing at the center line of the intersection of Warner Avenue and Springdale Street, and proceeding ;;o a point 300 - feet west of Graham Street in the City of Huntington Beach. 2. District shall have the right to review the plans and specifications of the sewer to be designed by City, prior to the issuance of any notice inviting bids . 3. City shall be solely responsible for the preparation and actual award -of a contract pursuant to public bid requirements . Towards this end , City shall be responsible for the preparation . of all legal documents , including the notice inviting bids , instructions to bidders , and the related construction agreements with surety bonds and insurance certificates. City shall be solely responsible for the administration and performance of agreement awarded to a contractor for the installation of said sewer line. 4 . The parties agree that the engineering estimate for the construction of the sewer line design in accordance with District specifications is $220, 000. 00 . -2- ' • 5. It, the event the sealed"bidg submitted by contractor for r construction . of said sewer line as designed and approved exceeds the* engineering estimate by a sum greater than 10% , City shall not be empowered to award said contract and bind District hereunder, without the prior written consent of District. 6. As the lead agency for the preparation and award of con- tract and the construction of the sewer line , City shall be solely responsible for the processing of environmental impact studies and reports and to be responsible for full compliance with the provisions of the California Environmental Quality Act. 7 . City will be solely responsible for payment of the contract award to the contractor. Said payments to he made out of the City ' s Sanitary Sewer Revolving Fund . 8 . Within 30 days after acceptance of the project by City, City shall presen': to District an itemized invoice setting forth the final contract costs , paid to the construction contractor. Additionally, City shall be allowed engineering costs to a maximum of 5% of the construction contract. V;ithin 60 dams after receipt of the itemized statement of final costs , District shall pay to City, the full amount ,of the final construction contract plus engineering costs . -3- to Of xecute all necessary legal instruments to t '�:�• ' costs, r + • • sewer lines •nvey • • • • includingent. District shall succeed constructed pursuant to said agreem o the construction to r.11 legal rights of City pursuant t agreement t'he warranty and surety provisions providedfor in the construction agreement . 1 } ty ' •s' �;r �;. granted #1. This agreement is executed pursuant authori by -rectors 01, District and the City lA4 il City. Counc 1 r } . 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(710 B B aAC '.i"� '� ,. r r !'t"" 1 ■ - rLim j "7.' t'r�r''",� Il �jlr'16 ;y;> , j1 i^ '• • (rIFP � .;• �� a.. {. ;� , 3 • {y' �T TC PHO COUNTY SANITATION DISTRICTS apEA COVE 714 �ti J S40.2910 OF ORANGE COUNTY, CALIFORNIA ; ,<. 962-2411 AN P. Ems. BOX 01:7. FOUNTAIN VALLEY. CALIEORt41A 9271M ICH:4 ELLJS AVENUC (EUCLID OFF-RAMP. SAN DIEGO FREEWAY) Augnst I?, 1977 City of Huntington Beach R. b. Box 190 Huntington Beach, CA 926,18 Subject : Agreement between County Sanitation District No. 11 and the City of Huntington Beach for construction of the Warner Avenue Relief Trunk by Cite and purchase of said sewer from City by District No. 11 The Board of Directors of County Sanitation District ,No. 11 at their regular meeting on August 10, 1977, approved subject agreement . Enclos cl herewith are three copies of said agreement for execution on behalf of the City. Please return all three copies to the undersigned. One copy of the Agreement will be returned to you after final execution by the District . r ayn N'Ivester Lhir cto f Finance i1 d Ba. rd Secretary JWS:rb Zinc losures cc : Chief Engineer Superintendent ORIGINAL COPY • for. Master File MUST B E RETUR"NED TO GITY CLERK C 0 N T R 1! C T THIS AGREEMENT, made and entered into as of the 15th day of 19 77 , by and between the CITY OF HUNTINGTON BEACH , a municipal corporation , hereinafter referred to as THE CITY , and FLEMING ENGINEERING, INC. r hereinafter referred to as THE CONTRACTOT. • W I T N E S S E T H WHEREAS , in accordance with the ;1l-ov•i s ions of Section 1773 of the Labor Code , the State of Califor• , Director of the Department of Industrial Relations , shall determi.. iic: general prevailing rate of wages , applicable to the work covered t.y the contract; copies of the .latest General Prevailing Wage Determinations are on file in the office: of the City Clerk and made a part hereof. WHEREAS , the City Council of the City of Huntington Beach , County of Orange , State of California , pursuant to statutes in such cases made and provided , duly and regularly caused a notice to be published, calling for bids for labor , material , tools and equipment for the construction of the Warner Avenue Relief sewer--Phase I , from Springdale Street to 800 feet west of Graham Street in said City of Huntingtor: Beach, California , said work to be constructed according to plans , specifications , general requirements , and special provisions for same on file in the office of the Director of Public Works and adopted by the City Council of said City of Huntington Beach on the 1st day of August , 1977 , to which said plans , specifications , general requirements , and special provisions reference is hereby made , and by such reference they are made a part of this contract as if herein set out in full; and WHEREAS , the City Council at a regular meeting thereof and at the time and place appointed therefore received the report of the results of the bids submitted by the respective bidders for the � construction and completion of the above mentioned work , and after careful consideration of all bids submitted the City Council awarded ® the contract therefor to the CONTRACTOR therein named at the prices set forth in his bid, it being the lowest and best bid received by the said City Council. �s NOW, THEREFORE, in consideration of the convenants and agree- ments herein contained , being done and peformed by the parties hereto, it is hereby agreed as follows : I . By my signature hereunder, as Contractor , I certify that I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Workmen ' s Compensation or to undertake self-insurance in accordance with the provisions of that code , and I will comply with such provisions before commencing the performance of the work of this contract. • II . Contractor agrees to receive and accept as full compensa- tion for furnishing all materials and for doing all the work contemplated and embraced in this agreement, the unit prices con- tractor submitted ;.n his proposal which was accepted by the City Council. . A copy of said proposal is attached hereto and incorporated herein by reference and made a part hereof. Contractor further agrees that said payment by City shall include all payments for all Joss or damage arising out of the nature of the work aforesaid , or from the action of the elements , or from any unforeseen difficulties or obstruc- tions which may arise or be encountered in the prosecution or the work until its acceptance by the City , and for all risks of every description connected with the work; also for all expenses incurred by or in consequence if the suspension or discontinuanace of work and for well and faithfully completing the work , and the whole thereof , in the manner and according to the plans and specifications, and the require- ments of the engineer under them. III. City agrees with the said Contractor to employ , and does • hereby employ, the said contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time , in the manner and upon the conditions set forth in the general requirements and the said parties for themselves , their heirs , executors , administrators , successors and assigns , do hereby agree to the full performance of the convenants herein contained for the contract bid amount of $281,201.00------------------------------------- which amount is subject to adjustment upward or downward dependent upon inplace quantity where applicable . IV. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid or proposal of said Contractor , then this instrument shall control and nothing herein shall be considered as an acceptance cf the said terms of said proposal conflicting herewith. V. Bid Bond . The Contractor further agrees that his proposal 0 shall be accompanied by a bidder ' s security in an amount equal to ten percent (10%) of his bid in accordance with California Government Code Section 37931 et seq. i VI. Performance Bond and Labor and Material Payment Bond. The contractor agrees to furnish, prior to the execution of the contract, bonds, covering the faithful performance of this contract and the payment of all obligations arising thereunder in such form and amount as the City may prescribe . O VII . California Fair Employment Practice Act. The contractor agrees to utilize fair employment practices in accordance with California Labor Code Section 1410 et seq . IN WITNESS WHEREOF , the City has caused its name and seal to be hereto annexed by its Mayor and City Clerk , thereto duly authorized i and Contrctor has set his hand hereto, the day and year in this Agreement first above written . CITY OF HUNTINGTON BEACH, a munici al corporation Dared : �/ by� /f � 7 i ATTEST: APPROVED AS TO FORM City► Clerk City Attorney i The Articles covered by this Contract must Fleming; I:nRineerin Inc. conform with the Safety Contractor ' s Legal Firm Name Orders of the State of (Corporation , Pe.rtnership , Co—partnership, California , Division of Joint Venture , Individual or IndustrialSafety. I _....._.... ._.. .. .. ..... ... _.....___ __.._...__._._�... __.. . �. ..___._._ _.. _. STATE OF CALIFORNIA, COUNTY OF____1,L15_Ari E:�'s ON before me, the undersigned, a Notary Public in and for said State, personally appeared __Terr.y L,. Fleming known to me to be the OFFICIAL SEAL of CATHERINE R. MATMEWS the Corporation that executed the within Instrument, known to me to be the person who T NOTARY PUBLIC- CAUFORNIA executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged LOS ANGELES COUNTY My Commission Eaosres Jun.9, 1980 to me that such Corporation executed the same. WITNESS my hand and official seal. Notary Public in and for said State. AGSIIOMIfoG�EhT—Corforshoa—►loKottt 10M W—Rn 164 J a � A VI . Performance bond and Labor and Material Payment Bond . The contractor agrees to furnish, prior to the execution of the contract, bonds , covering the faithful performance of this contract and the payment of all obligations arising thereunder in such form and amount as the City may prescribe . a VII . California Fair Employment Practice Act. The contractor agrees to utilize fair employment practices in accordance with California Labor Code Section 1410 et seq . IN WITNESS WHEREOF , the City has caused its name and seal to be hereto annexed by its Mayor and City Clerk , thereto duly authorized A and Contrctor has set his hand hereto, the day and year in this Agreement first above written . CITY OF HUNTINGTON BEACH , a munici al corporation Dated : A LJ1,jjy ,7Byt of 0 mzn ATTEST: APPROVED AS TO FORM C3.ty Clerk. City Attorney a The Articles covered lax this Contact must Flemi.tig l'ngiiiee:ring , Inc . conform with the Safety Contractor ' s Legal Firm Name Orders of the State of (Corporation , Partnership , Co--partnership , California , Division of ,joint Venture , Individual or ram,, Industrial Safety. I certify that 1 have read Corlt l%it i (111 the Foregoing and will comply. Date AttgList 29 , 1977_ r t)re.':i t c11�n t. Position or Title .• �C6 t A c to rr By APPROVED AS TO FORM: DOIJ P. PON.'A City Attw,;;,,V Position or Title 1)0 ty/iity A torney l • A California Corporation The President called the meeting to order at 10 : 00 a . m . , January 3-1 , 1977 , at 13909 Artesia Blvd . , CerriLos . There were present at the meeting all directors , 'rorry I ioming and Julia Fleming . The President announced the meeting was called For the purpose of allowing Terry Fleming to enter into any and al 1 c ont. racts regard- ing the business of the Corporation upon his signature as ['resident alone . 10".1.1 )INED. 1.11a1 'I'► r y F Ic'n1it11; .1s Pr•t--� icfc•111 401 1111 -, Cm-114► 1•:11 ilm :4I1:11 1 bo and is hert-by authorized and di ret• tt-d I ', :111Y :111d ,► 1 t dw• .. uments , c•()ntra('t: ; , and instruments of evory kind , type and �aiturt• in connoc•t. ion with the Errs i lloss of t.h i :; Corporation 1)}y oNoc•tu i ng same under the name of they Co r-poraLit�n with his n:ttnc, alelne :I.; 1're:, idont of the Corporation . A second sign;itttre. c) f all ctf, Civer of this C•c► por- ation shall• not , and is not , required W hind this Cctrl)c I',It. ic,n . I•'ur- t:her , that all documents , conCracts , and itttitruments Qxuc'lltc-d uncic'r the name of* this Corporation with the signature of Terry Flcrtning ;Is [president alone shall legally hind this Corpm%ititm in cwory rt stile[ as though the Game woro oxoc.uted bY the Prosidont and the 6c cr►.'t ary . Thero ho i ng nt► t u rt 1wr hug; i no:ss tt, door. l,t 1 t►rt' ill(. I,. ,:1 rcl , Itllc►n moat. ic.tn duly rnatcl.� , seec,ndecl and unaniruo usly carrit-d , Hit- wc•et itiv «;,s a ,journr.cl .• a S� etar•y (� l�t'c.'yfcit"'Ilt ✓/ ® ATTEST: i c:c• Pt•��sfi duly t. PROPOSAL TO THE CITY OF HUNTINGTON BEACH THE CONSTRUCTION OF THE WARNER AVENUE. RELIEF SEWER—PHASE I, BETWEEN SPRINGDALE STREET AND 800 FEET WEST OF GRAHAM STREET; ALL IN THE CITY OF HUNTINGTON BEACH, CALIFORNIA. CC--4 21 To the Honorable Mayor and pity Council, Cily of Huntington Beach, California: In compliance with the annexed notice inviting sealed proposals, I hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the plans, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington Beach, California. The undersigned has not accepted any bid from any subcontractor or materialman through any bid depository, the by-laws, rules or regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or materialman which is not processed through said 49 bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the plans, specifications and Special provisions, on file in the office of the Director of Public Works, City of Huntington Beach, California, I propose and agree to take full payment therefore at the following unit prices, to wit: Approxi- Item I mete Items with unit price written in words Unit Price � Total u an ti t 794 Construct 24 " V. C. P. sewer main at ' 1 . Linear s' ry ,�'��'<� ��. ' sy Feet � per L. F. PROPOSAL - Cont' d Item # Approximate Items with unit price Unit Price Total Quantity written in words Construct 21" V. C. P. sewe main (not 2574 including sewer siphon) at 2 . Feet f•-i �r �, Z l j �I/ e per L.F Construct 21" V. C. P. sewer siphon 3 . 166 at ZZ2e? --v �,u Linear Feet 5, per L. F . Construct 48" I . D. standard man- 4 . Lump hole over existing O. C. S . D. trunk Sum at Station 0+00 atw �C_f/. 9 per L. S. , Construct 48" I . D. standard manhole at 5 . 9 each per ea . Construct 72" I . D. manhole at 6 . 1 each K . a 40 GJ ' L 1 per ea �� • �OfJ Modify existing manhole at 7 . 1 each ' l � per e a. Remove existing force main , plug 8 . Lumpconnection to existing manhole and gyp,. • • Sum reconnect force main to new manhole at�'polL f!!/,:•rl�c'1 �i�,%c?-�t� per L. S. Connect existing 8" V.C. P. to new Lumpmanhole at Station 3+24 . 50 at 9 . ` • Sum ;��✓ t/r1'r1C T',lr- / G' per L. S . ,Ja.G�s-ems Construct 16" I . D. Ductile Iron 175 pipe air vent line and fittings 10. Linear atl '' ,�i�LL �. /� •'r / Feet 1,;�� per L. F. -2- ti PROPOSAL - Cont 'd P ® Item # pproximate Items with unit price Unit Price Total Quantity written in words �- Construct 12" A.C.P . storm drain at 483 ' / 11 . Linear 2 �.Z., 7ZG'�� . c' t c . -.S .� ��" Z Feet J per L. F. S Construct precast concrete manhole 12 . per C. H. B. Standard Plan 309 at !/ eachT e• ye4e. per ea . Construct catch basin Type "B" per C. H. B. Standard Plan 303 at 13. 1 eachG�/,►an:9�s��r.."�i�:o per ea . Connect 12" A. C. P. storm drain to 14 . Lump existing 18" R.C. P . at Sum per L. S . Remove and replace P .C. C. curb and gutter Type A--1 and sidewalk per 15. 160 C. H. B. Standard Plans 203 & 207 at Linear lUC1�/:� �Ti� �n� 4• •;-S 2�' ® feet � f per L.F. Excavation required to remove 16 . Per unsuitable material , if ordered Cubic (do not include in Total Contract Yard Price) . Replacement of excavated unsuitable material with approved graded 17. per crushed rack or gravel (do not `f Ton include in Total Contract Price) . it Z�l 20 Q� TOTAL $ -_--_._--_--- --- ,,�------ ,, or M PROPOSAL INFORMATION REQUIRED OF BIDDERS The bidder is required to supply the following information . Additional sheets may be attached if necessary. (1) Address / = : , ,, ;i � , /, ,' (2) do ( 3) Type of firm - individual , partnership, or corporation : ( 4) Corporation organized under the laws of the State of _ (5) Contractor ' s License Number: 0 ( 6) List the names and addresses of all members of the firm or names and titles of all officers of the corporation : (7) Number of years experience as a contractor in construction work: 0 ( 8) List at least six projects complcted as of recent date : (Contract amt . ) (Class of Work) (Date completi?c) (Name and Address of Owner) :r....-.+.•► - . .ice: _ fe - 19) List the name of the person who inspected the site of the proposed work for your firm. Firm: *, ( ,�!� r, , �D��to of Inspection 1 //- /, (10) If requested by the City , the bidder shall furnish a notarized financial statement, financial data , or other information and refer- ences sufficiently comprehensive to permit an appraisal of his current financial condition . -4- '�.i• r ,S y ram' •�'V' - .. r' }.})). •rj t t'1 �,jt�f+ ya�,}:.. I, � + ' � 4,� +`, + r I r j1.w� 1 i e 4' , U �, ., `. I, 1'M�1� f , .•' NOTICE TO BIDDERS August Ib AD Page 2 Thi • a is • acknowledgeof Addendum • 1 1 dated • • • • that the revisionor .��+1•�•• •� , documentsshall be included in the bid documentsand the cost, ' iany, of • or document is included in the Contract price . Company By Date , X. 3 �i•l w � r r 5 , i��l, � SL •1�a • it l►ry ,➢l f•��..; ' r to. V vl• t - ,, '! 1 t I :;Y'',�' �13ea, {: } .a .)•:*Y' r F.+ ,7�.� #!•f.,'.,1�`,',`4,. �. l.t. M'!¢' r,' ';: 0+ r'.`' .s .�'• !i5r �:q'' r 1: ,..: ,�,i. 7a' s "".+1'�1, ek. ti x 4" r�.,� 1 §''•, /. ,: 'i. 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M' ;{ t,- t> •�y7 rry�',44,r II1�,,yy#i'�,c, � tltl 5��}a�,�f� � !'�R� � +1:. k f Y� � ;:1^.Iry !!a':�i� 'h�rrr{ '1't ,Y.'.i1 t :v',yn•M. •�•h` � '�• ,'t,', f 1;r r) 1 •1� /:° r A �#i;y .rt{; ..d, Y At!,. .Al.}•.�. 1ti..+r�l,,f-:. 1• t.{�i.�. f7}. .rr .V. �{ if Y:11 .!. }tl } r. �, ,:' 'r . ! ,«. •r, ,'t. ,'ii}9 . * rl� " ,YT; ,}, tit 1S 'tt *^�l�`+ r +t •1 SCHEDULE 1 , rRJkFFIC CONTROL GENERAL PHAOING AND T y lljL. r a• 4. SECTION I . General + , 1 7 r r4 L SECTION Project Schedules SECTION III. Project Phasing i;; r•,. SECTION IV. Traffic Control and Project Safety CTI ON V. Surplusr • Materials A 1. , SECTION Cooperation With OthersSCHEDULE C �r K , PAYMENT 1 1 A. Vitrified Clay Pipe B. Vitrified Clay Pipe SewerSiphon H J.' Precast • • • r • /',• .!* SL D. Precast Concrete Manhole Over Existing County Sanitation District Trunk Sewer r Asbestos - Cement pipe Sewer Force IMain Removal . , Modification of Existing Manhole iC and Reconnection ' �� 41 • • A 1 1' �!\,y►�A a,..is 4t' of Air Vent Pipe and Fittings Ji . Ductile Iron A Asbestos Cement Pipe Storm Dra n • Precast Concrete Manhole per C. H . B. Standard Plar 1 hJ r..� i•r. Basin �,. L. 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' ' ,4 • a � ,' r ~`,� "/•�. t ,{! * .ih 1 ,~ Al . 7Rr', 1. �i' "'�''• �'y`• '( +••,. 1, 11' JJIS� •' ! � R rH .+1+.�I �'4„llh� + i , _ '� i a �j r 5 ••} lM ��xr -'1�i SA 4 -- 'T.{" rf.+'I', a i--a...n�a f.= er•r•-..-•T•'Rr••+..•+^,+,"•fir x t.,f,,.Vtr .+_/r,. � ... 3 :�} 'Y1 M. t .f 'cf .Y., r. Tom' ly.„.( , :.+N,.!ti4" Kt, �.-- •.' „ i'a,i"1 .�.:.i",F ••,. �;�,t.,y41. :♦•.'r,' .,:Y',i- rr1., .1,,:..r „,a,y„1, �'�'�41,t r t�� .1.'.r., ry,,,�.'.. „::�ti,.rr'r '.r p -,i 'i d,•.•+ir, °;� ff ..u..t.,;,ia.;,:,,,, f.:, .J.,�,.r.,.,..pik{t��' *" � '{ '� :rr Ii`+,S•' ^-rv,�i,"p q. 4'n, +}+t„� `'*'Iht'r'!['L'�•�4«�,� ., At"''if"' ''g,,'��,!rr1}v�-'r"�'1r,^t+k� r�R � 4 � .•rr,. ,. ,.t R � . , :t +... .r ,r 1- v•. +�- r '. '� ♦ '1 "� '4, 'Y r f l i `r 1 1 1.�•� a ,,� •+�,• •� ! ,Y' -'t. -r+''t ,Ft`M J•a ?lir�r).�!.Ili•`Y�{ .f14n•La` si+1�1+�+`4�i•[.K-!r' C�•.i..�i�•�t?• µ+�. M�4'!''�•.ttii�•4:�(' KI;i1•' I7�.�,1,�•�til'k�t 1►^.i¢'<�.ii,sL_d,..f;t:� +,1:�,,,^,{w vl.y�, '�fl : 'j�, y� r .,r.,,n�., ,{ ',r�N ' yw:,+.y ti;,l,)r,,+.••,1•k.r••r r.,7 *L++.+xull}•!►!�,CA"1;.�' ' �.. • .ra,ur�.► 4 r.w.rr w.ur•r 7 ) The General Requirements of the City of Huntington Beeach . ® 8 ) Specified manufacturer ' s details and installation instructions . 9) Proposals to the City of Huntington Beach . 10) The Contract and/or Agreement. 11 ) The C•Dntractor ' s bonds and insurance certificates . 0 12 ) Requirements of thn necessary permits from other public agencies . 13 ) Requirements of any public utility service company directly affected by the crock. 0 SECTION IV. TESTING The testing of any materials or of any portion of the Project shall be at the option of the Director of Public Works or his authorized agents . The Contractor shall furnish , without charge , any materials requested for testing in accordance ;rith Section 6 of the State ® Standard Specifications . The Contractor shall also provide access to any area of the job for testing purposes and shall furnish, without cost , any assit~ance necessary to perform the testing . The charges for normal. testing will be paid by the City of Huntington Peach . Normti1 testing shall he. deemed to be the testing as required by +. he State Standard :�peci£ications and/or the Inspector . ® Extra testing required , due to tort failures , will be at the Con- tracto: ` s expense , either as a blllinc; or as a deduction from Contract payment. The Contractor shall not-.if}- the Director of Public Works of the readiness of any phase of construction to be tested and shall not proceed Frith any subsequent phase of e:ork until the results of the test are known and approved . Testing shall be performed by a private laboratory selected by the Director of Public forks . SECTIOI: V . INSPi,;,crIOi,I The Contractor shall recoclnize the Director of Public S-:orks of the City of Huntington Beach as the Project I.nctitieer who shall be in charge of and authorize the inspection of the Project . Tile Contractor shall. provide access at all times to any area of the project for inspection purpose and shall Furnish , without cost , any assistance necessary to complete required inspections . A 24-hour notice shall be given prior to coiamencing the Project. Curing �f construction , the Contractor shall. give notice , satisfactory to the Inspector , of t:he readiness of any phase of construction to be inspected and shall not proceed without approval . If the Contractor elects to work under this Contract more than 8 hrs/day or more than 40 hrs/wec l: , he shall arrange with the City ' s Chien Inspector for the required inspection service and pay the Special Inspection fees which will be charged at the following rates : 4 hrs . or less/day $ 60 . 00 4 hrs . to 8 hrs/day 120 . 00 -2- �r When Special Inspection is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance . If the Contractor is directed by the City to work under this Contract more than 8 hrs/day or more than 40 hrs/week the Special Inspec- tion fee requirements will be waived . SECTION VI . PROTECTION AND/OR RELOCATION OF UTILITIES ® A. General Utilities shall be considered as including , but not li*aited to, and irrespective of ownership: pipelines (including irrigation lines) , conduits , transmission lines , storm drains , sanitary sewers , water mains , street lighting , traffic sign-al systems , ® duct banks , telephone cables , transmission cables , completely buried structures , and appurtenances of public utilities as defined in the Public Utilities Act of the State of California and those of private industry , business , or individuals solely for their own use or for use of their tenants . No attempt has been made to show service connections on the drawings . It shall be the responsibility of the Contractor to determine the exact location of all utilities and their service connections . The Contractor shall make his own investigation as to the location and type of existing utilities and their appurtenances and service connections which may be affected by the Work and shall notify the City as to any ' utility located by him which has been incorrectly shown or omitted from the drawings . Work required in connection with utilities because of inter- ference with the Work will be performed at-id paid for as specified �► in the following paragraphs ; however , when directed or approved by the Director of Public Works , changes in line or grade of any structure being built may be made in order to avoid utilities . Any additional. costs because of such changes will be paid for as extra work . �► B. By th.e City as Specified When stated herein or indicated on the drawings that a utility is to be relocated , altered or reconstructed by other than the Contractor , the City will conduct all negotiations with the owners in respect to such work and the work will be doneA at no cost to the Contractor. C. 'By the Contractor as Specified When work on a utility is not specified or indicated as City responsibility on the drawings and is not included as a separate bid item, the Contractor shall make all arrangements and coordi- nate with the owner of the utility as to when the work is to be done. Any costs for such work shall be absorbed in the unit prices or included in the lump sum amounts bid for the various Contract items . D. By the Contractor-Service Connections The alteration or temporary relocation of any service connection (including but not limited to water, rrigation water, sewer , ® natural or manufactured gas, underground and/or overhead tele- phone and electrical) on adjacent property shall be the responsibility of the Contractor. The Contractor shall make all arrangements with the utility owners regarding such work. The costs for such work, except when specified in the Detailed Specifications that the utility owners will make no charges for ® the: work, shall be absorbed in the unit prices or included in the lump sum amounts bid for the various other Contract items . E. By the Contractor for His Own Convenience The temporary relocation or the alteration of any utility, desired by the Contractor solely for his own convenience in the O performance of the Work, to a position or condition other than that provided for in the Detailed Specifications or as shown oil the drawings , shall be the Contractor ' s own responsilibity and he shall make all arrangements with the property owners regarding such work . Any costs of such work for the Contractor ' s own convenience shall be absorbed in the unit prices or included 0 in the lump sum amounts bid for the various Contract items . F. By the Contractor or by Others-Unknown Utilities Disclosed During the Work (14et Including_ Service Connections) In the event that a utility is disclosed or installed subsequent ® to the award of Contract, such utility not being indicated on the drawings , the alteration , relocation o.: proper support and protection shall be done and paid for as follows : a . If the utility is found to occupy space required by the completed Work or to be within the specified excavation pay lines (when such are specified or shown on the drawings) , the City will arrange for the relocation or alteration of said utility or require the Contractor to do same as extra work. r b. If the utility is found to cross the excavation but not intercept the completed V.ork, the Contractor will be required to maintain the utility in place at his own expense. C . If the ut:ilit,. is more or 10ES parallel with and any portion of it cities not lie within the excavation pal lines (when such are specified or shown on the drawings) , the ® Contractor shall. advise the owner thereof , and in cooperation with the owner of the utility provide and place the necessary support fox proper protection to insure continuous and safe operation of the utility. All costs for such work shall be borne by the Contractor. G. Responsibility of the Contractor The Contractor shall be held responsible for all costs for the repair of any and all damage to the Mork or to any utility (whether previously known or disclosed during the Work) , as may be caused by his operations . Utilities not shown on the drawings to be relocated or altered by others shall be maintained in place by the Contractor. -�t_ ":Irfi •:1,' „7,� -, s / , ,I in -. 4 ,.r 1 .4Y'' : + '.� �. '! 4, - -(\. -A 7 -•1• ,-t �• ± . +•.-+ ti .r+4 +'f K� '.1 'ti 4' '� " I,��'I'. •'+' C ♦. _ ,..k'. _ .y '.,.J. .:F ' f f, .A�. 1• ,u :i. t ,rA. "}.r" •�'. t.l `e F 'r. 4 +. , y. �r' .c. � `7' -� �[ /1 � it.. :y •,t alI ,.'�fS r7 }}4114 -„-; L .� •::,' d, [[ ', r�' 1 �.. _ y'�, -,' 4 .f . .=: K:�+ .I y . y ' y' ' ,,'SY +' .rM.. ,,. t ,.�,,, , -y••, _ 'Itn' r r11 :','� Y ., ' '' ''..K , {. :,'}..,.�r` `:.J' r •, .� ,'f'•.• ., :;.,.., � ,' , ,• .' .' A '! S.: 7 - ). �4 I. .�.. .k-1t}t ti'., _ It' 'h, + t� 4• f - '.R. 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'�n.w t. i' ..IG'y r 1}, _ .hr {•. - �`. r,'r. t .,,�.,..K t. f-r 1 t:•"• ♦ S,•If, •.�,�/ r I` / •e',. ,,t. ; #t: .'L f '•r. �'t �; �: .i •a { *, `�r+ _ r_ _y 1 4 �., �'. t•:,ry:,r. . 1. 4q .P �' t. `T Y. _ it 'C'. - r ! 1' � i'.�,.. i P.: �1 ..� �lo.a. M(' 1 'Y .l`•; .M: _ ••,+,': 3, '.tiI`{: j y+� I t''n. y 'c« .� q ,� � �1Y` i ,.y a} :'f. u;'• i �L „ ,�j �+�, � 1�.r t _ •� �"'y .f,n.4. }^',i{� "M1lr ie� �1 �' 44*/ ' 4•. r+' 91"■ 4' :J'� 1':rJ! li 1., .0 } .{. +,{ 4r _� 4.' -+lY f.l {'1 1.. •'IS• }4 ! •1:' �+a.4All ..,.. f1.f:• �. 4,{,w.r 1 "Fi: -':ti *[ la r /' �.; r Il 1'` t t .r.y �•(, ' . .,. 't,"i l�f. a.'r�l'.i,t'.,'.} :1 *:��.�;'*i, ,. 'y"eV +} 1� 1�.+,(.4 '��.. }�, r{.p '' YJ�,:C:�i.�t.'y"�It;.�Y1_1�'� yf�. •� � ;..1 '.', � -�; Sa}��fr �, a I t f ,+ IL �,rl 1�;�ram,� 4 , ��. '� � ►t , •, SECTION XII . PRE-JOB CONPERENCE A project pre-job conference will be scheduled , notification of tMii"� to the Contractorfrom • of � Works. The meeting will be threefold in purpose : 1 4 .: ,d 1 . Discussion to clarify any questionable areas of the llork "-J as existing in the field , detailed on • or •herein , including if desirable to the parties present , a walk �'h� ,f q Via•. or drive through the project limits . K rt 1r.i ft•� + ,t A v l AAAwww basic progressreading and/or explanation of the approved detail schedules as submitted by the Contractor to whom the Contract is awarded . 1.'� A'f3 . Introductions and acquaintance of the key project personnel. ��,', :� a. The Citv will furnish the Contractor a list of the various } r, •inspectors • • • x{T I responsibilities with the project . lb -pected to be represented at the meeting b. The Contractor is ex "I 1-� his assigned superintendent and foreman . 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Ir \�.+ .:4�.. + :� + �.,�., a+,.�. �.,�T'.r _ + ,f ,� -. -� 4 r '1• a r . I Sl 1 Y a I 1`i: _ ., J ,` ik�^. �1' , 'r'0 l� i Y i' _, n tA; 7 c 3 . Pipeline Foundation and Bedding Pipe foundation and bedding shall conform to the requirements of Subsection 21--11 of the Sanitation Districts ' Standard Specifications. Pipe bedding where shown on drawings shall be crushed rock . Removal and replacement of unsuitable material if ordered by the Director of Public Works shall be paid for at the unit prices bid for such work . Concrete used for foundations or bedding shall be Class A per Section 23 of the Sanitation Districts ' Standard Specifications . Type III (high early strength) cement shall be used , unless otherwise directed . r 4 . Rackfill a. General All backfilling shall be done in accordance with 0 Sections 19 and 71 of the State Standard Specifications , as shown on the drat-rings and as specified herein. If excessively wet , soft , spongy , unstable , or similarly unsuitable material , as determined by the Director of Public forks , is encountered within vertical planes on 0 each side of the pipe as defined by the limits of the maximum allowable trench width , the unsuitable materiel shall be removed in accordance with Subsection 7 . 13 of the State Standard Specifications and shall be replaced with granular soil or imported sand , as determined by the Director of Public Works . Removal and replacement � .� 9 of: material so ordered shall be paid for by the City as "Extra Work" . If the necessity for additional excavation and bedding material has been occasioned by an act or failure to act on the part of the Contractor , the Contractor shall 0 bear the expense of said removal and replacement. All trenches shall be backfille6 after pipe , fittings , and appurtenances have been installed . Backfilling shall include the refilling and compacting of the fill in trench excavations up to the subgrade of the street 0 or to the existing ground surface. All wood and waste material shall be removed from excavation preparatory to backfilling . Compaction shall be performed by use of vibratory equipment , tamping rollers , pneumatic tire rollers , or other mechanical tampers of the type and sizt- suitable for the work . The backfill shall be placed in horizontal layers of such depths as are considered proper for the type of compacting equipment being used in relation to the backfill material being placed . '1 Each layer shall be evenly spread, properly moistened , . and compacted to the specified relative compaction. Any damage to pipes or structures as a result of Contractor ' s operation shall be repaired and/or replaced at the Contractor' s expense , Backfilling over concrete pipe bedding shall be done with care. After initial set of the concrete bedding (where shown on drawings) , backfill material shall be placed to one foot over the pipe. The backfill above this point shall not be placed nor any shoring removed for the next 24 hours. After 24 hours have passed , the 6 backfill may be compacted and the remaining backfill placed and compacted as specified herein . b. Material (1 ) Excavated Material from trenching may be used for t� backfill , unless otherwise noted , providing it is free of trash, wood large rock, clods , or other objectionable material . The Contractor shall use conditioning or other means in order to attain a suitable backfill . (2 ) Granular Soil shall be defined as a soil having a minimum sand equivalent of 20 as determined in accordance with the latest revision of the State Of California , Department of Transportation , 'Pest Method No. Calif . 217 , and not more than 20i. of it by weight will pass through a 200-mesh sieve . ( 3 ) impa Led Sand shall be defined as sand having a minimum sand equivalent of 70 as determined by the latest revision of the State; of California , Department of Transportation , Test Method No. Calif . 217 . (4 ) Select Material shall be material free from organic matter or debris . 100% of the material shall pass through 1-1/2 inch screen , not more than 20% by weight shall pass the 200 sieve and the material shall have sufficient gradation so as to have the propertY of readily compacting to 95% relative compaction. Use of select material shall be subject to the Engineer ' s approval . C. Zones of Backfi..11 6� The backfill procedures vary and are related to the following zones : The pipe zone is the lowest portion of the trench section and extends from the pipe foundation to 12 inches above the largest outside diameter of the pipe . The lower portion of the pipe zone is }mown as the pipe bedding , . pry . the dimensions for which are shown on the drawings. �i Above the pipe zone, backfill procedures are uniform except for the top 2 . 50 feet below roadway subgrade or ground surface if trench is in an easement. This 2 . 50 feet lift is }mown as the street zone. The pavement section extends from the street zone to the surface . 8� d. Trenches (1) Procedure in Pipe 'Lone Above Pipe Bedding Selected backfill material from the excavation , free from stones , clods , or other deleterious material , shall be placed in the trench simultan- eously on each side of the pipe for the full width of the trench and thoroughly compacted to the minimum relative compaction specified below. Minimum Relative Location Compaction Sta. 0+00 to Sta. 11+70 . 50 90% Sta. 11+70 . 50 to Sta. 34+00 95% Sta. 34+00 to Sta. 34+60 . 50 90% Care shall be exercised in backfilling to avoid damage to the pipe . (2) Procedure Above Pipe Zone The remaining portion of the trench to within 2 . 50 feet of the roadway subgrade or ground surface , as the case may be , shall be backfilled and com- pacted and/or consolidated by approved methods to obtain a minimum relative r �:1paction of 90% . Backfilling shall be done with good sound earth , sand , or gravel and no oil cake , bituminous pave- ment, concrete , rock , or other lumpy material shall be used in the backfill . Material of perishable , spongy , or otherwise improper nature shall not be used in backfilling , and no material greater than 4 inches in any dimension shall be placed within 1 foot of any pipe , manhole , or structure . , (3) Procedure at Street Zone The top 2 . 50 feet below the roadway subgrade or ground surface shell be compacted by approved hand , pneumatic , or mechanical tampers to obtain a relative compaction of 95% . 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I _K� !r'•� ' ,,:y,�,f :,� �'T•* _ ti.-1 t '� Jr� ' ,i •,: ';. w ` ;r �,''• �` ��. }, � • a�` , ,.tdr. �•M:t� ,*^,��'. `-n•.t_- , •4� ,.:'_..t�,t, \ �� r s ` � � � ••'ti V -,. 7. - '� � y,k�y`. ^t�a. �,' r�^r .N. .t,"'\. rti. 1. 1 ^y.' , �' �,,�� ,h}- �•:. ;_ .` �. .,\�, ♦ _ Nam•--- �• � +, - .'�',�•ay `�.� , \ .y, r � �`• /•+�^ ('ri�e , { � '.#y a I " [, f'. � , :Y-.7 r .1� t ' � :�{ I *.. ? .1, a yJ� t t �� •r[1 +f' 1'. -.1- .� �.r .i �i� � i.f �'' p' '. 1' S c;'•� _ t 5 ,a �. lr,. .' dy 11. � '„ :r f-;'1. i. ..� {' t�yf ! '�,�.., '� �+y`'!, J ' 7 ,r� f. ; •r i. r ',. � 1•.* r a •r x r..;F�. '.4.1 _k; 1 ';��t •� '+�� +, #. •, •1T. .1 _ -� Y. r •� f 1 x ; •;T ' .. � L P. St 1� +.,.a , 'rr ! ,• 1 �+ + •1 ,' \i .' 4 n { � .� L5. r • 1 i y� +" ; ,y r{ � r ;' {F�yp��11 /. r�r �'�' '� r:.\ ♦ .' 1I . t, i !.i1 � .-1 "R. M1 '! �+ .`.,t• ++ +1! �. { t a r 1 •1 .l•�'.T1Y i�'�.S t�.t� 'l. '* !•i�i a. .S'• �aoh (. ,:�, '1�1 c •� � :, � +� '•' '.. 1 �:' ' ,,1,��, y4y . r. ,• 'y.4 •1� fl 1 e a lr •:, f �1'• '•� , .�_;. I l ' ." v� i�. •fi. :�' !� , •Ar' 1 .,7n� ♦,' `�- !a 'tt. 4 .1., i 1- .)'� t �} � �i'•i i f Y.;` ail +'' 1 ,.: ".,�rr•„!A .q'+li��Y. ,: , y,Y�, i r I i r+ f �,:f. 1 7 y r.t y .»r.•, it ,�.� �'rJ 5..:.'.+ .t ,.N�,.. 'f '1. 5�.. !{. .1• t °�. Y .f.'''1 �. .i Y.,.a. r.�7 •:' '�, ,.r ,. r 1.7 a'., .. � 'r+ `r.r, P ,�,.">L. .y,: +; r. /,,. .n 'h :C �r f ^.Y r7• .�. ]' .'1! r.�{'.. "��t ,.r; t.+r '• 1 1y.1 .5.• -1. .t i•I{, r•,•..0 I.t a.,;'�741 - .,��• 5;'�. J,., t i ,`� ., ]+•'� r,r 1. 'r � to J, '.� a' `��i :0 ly, •�•' -+��.�r'd r . r' •r -.1. "!f 4.Gtq ,� .,l. ) J�'� a Y. �r �'. v. ` ..'^,.;,`'�p.r..IT A Y�v •1' :t y,'Ji,'k.,•} � �., '.;''ii 4 J{.�A•1 4••f'...'1t.: I .YJ: /._��'•';_�' y'a 4 {ti� ;'�. :,.A+ { :.1/. 3. f r. �.�• . a _-1��!f7 .! l.. .1"r.. :1'�•-•fJ•.1.e..��.�P 'J. vn�r:lti,l'.NCY.! ., .1�'�xi �,: .i , h • ) I: + 1 4'x v .• to Preparation Priorto Pavinqa Comp i action RThe Contractorof a {'r testingwhich will be performeddirection of ..,'f• the Director ofPublic Vlorksspecified • , �rJ 4,' • { Y' r •'� Prior tocommencing operations ofplacingand com— ir J+' pa,�-ting aggregate base , the Contractor shall perform any sawcuttinq necessary to provide straight sided rea . Any loose or broken pavement or rectangular a t {I' pavementofthese limits i1+ shall be removed • •br • • • • ; } ri •,4y ��l'.ii 01 the State Standard Specifications . Work and di.-�poscd of in accordance .,;ith Subsection 7-1 . 13 3 . Structural Section Qtructural. Section replacement (where existing pavement %-.,as removed) in Warner Avenue shall be 4 inches of asphalt concret_-e %-:ith SS-1 sel-ilcozvt- over 16 inches of aggregate base k�4 ;S 4i7. r h 1 4 . iMaterial ReouireC- (and Construction of W Pavement Replacement Aggreciate base shall be Cla3s 3 conforming to the pro- Visiolis for Class 2 ar;gregate base as specified in Specifications and these SpecificL 1 7 /'� ��• ...111 rl' ,f �5�i dTIjyf during the pi. f.;.j}I The grading limits sliall be 1-1/2 inch maxii-inim or 3/4 inch i-,iaximum, at the option of the Contractor . ttChanqes from one grading to another shall riot be made -ogress of the work , unless permitted by �x 1�s{jai jY�jlthe Director oi Public llorks . t'Y r•{� ' i least 65 by of the material retained } t,1„ti �1 {•.!fon the 114o. 4 sieve shall have at least one fractured face as determined by Calif. Test 1L r{ � rA Y ,77;�iti /li 1; Method No. 1 �'V11�a 1�a5}L s ; a t Y a J+\ a uniform mixture . Segregation shall be avoided and the base shall be free from pockets of coarse or fine tr1 ;2 7 a ; fx i 1J' TAIi �i�� +S �"��, ��+f`\�,r?y�j� U�i� ,r i�l. �� !•.��Yd��y+�r} r f Lr1� �? }SF 1 � �} ,��j( r k '�}y►,,j�y�• t�i�' ��1/' �� , ` ; Ii1�;. i1 1�, �.�/�.1;� r�,j 1�1�� ' '�k �� t{`s+�,�yi.�''�..'ji'�4 tl �11�+'� �a, �'4' l �?i`��p�!!' �y}x s ��{i'�� ,�.'p-.'+�}1 'y� ��1+�-•i �k 1 �� ',�'s� +':�k � V f' �1s �� i " � �1(��1t •`' �+5� '�� 4'<!� IYS ��! � ��jS)��?1 � ;'+�S � ''t', ��`: it ��,tt � r 1 �'i:` l '`I• V '�Y �1 ��' 11 ,,q �;f �� h �f � ti 1 S��' 1 � �.�'�� i �'� "� l�� T♦!1 �� .r, 1' ' � 1� �•Y.�� '�� 'f�'�', { ��',i:./�."�r��'l�;i• �t, � `s' 'rl j '��,�.1 �' :,1� i 41��'�Z�S � '`key' �)��*i�j � °ttx ,� '�'�la�'. � �� ,, 1"�,, * + � � ` r 1 '� ��„ �r f � ..1 � tt�. t r��.�� }' .�,y. ;t i i�r! >�J,t�', .�. l'3 �s�}}�.�!`ti 1 •1�� +Y, � +� t .S ;f'11 ij t�1 }11. a ��: � Y � i' .��• ,�� I.� '�� rl �,{� � Yv� �h},• •7 �. ��(i �J. ir; Jv. � � t' :•r � 1, • ' �.• •• � 7 �1 � � � ;� ti� , � � � � "l !''1 ,� 1 4Zj� r ,!i ! �,`� ' i y l .� � r( +j•:. .��a� s � iSj�� s•�. 1 (j� � �l �� L �� j t' � � �ti �. t'a 44 a �v� �� {a' 1 ry. � �� 1{I � �'� �� e � L (� �� ' � '1" i 4� •' � p� � f P � �,. C n � u�l. � �,ei u� 1�, ' '�.�' 1. E�,.�iif' p � � , ,� � 1 � � 1 ,� � • �� •}� , N ,�. 1.1: " , } � t . '11 t`� �1!•, � l (nr�11ix: -'��'1 ti i �• r MI � T � F i �• , fi �� ,. � i ! � � 1 �.1�� • i, �� R� ! � . . . .5 .. 1, � �t ` � � �. a Jt r ( � � 4 1 �s��r '� ,1 1 ? '.� !:'_ �+ c ,� tY.++ t+1 . ttt � A` ►+ Y ' t,l t � �E3„ The provisions of Subsection 26-1 . 035 , "Adding t-later" , of the State Standard Specifications are superseded by �sl the following : At the time aggregate base is spread , it may have a moisture content sufficient to obtain the required compaction . Such moisture shall be uniformly distributed through- out the material . Aggregate bases shall be spread upon prepared subgrade by means of an approved spreading device which will deposit a uniform windrow or layer and will. provide the �!► required thickness within the tolerances specified. Motor graders may be used during spreading and compaction operations . Tailgate spreading by dump trucks will not be permitted except for spot dumping and in areas not readily accessible to spreading equipment. b. Prime Coat Prime coat shall consist of furnishing and applying a prime coat of liquid asphalt to the surface of the aggregate base , and shall be done in accordance with Section 39 of the State Standard Specifications . The material placed shall be liquid asphalt of Grade MC-250 , and shall be applied at the rate of 0 . 20 gallon per square yard or as directed by theDirector of. Public Works . a C . Asohalt Concrete 3 �f Asphalt concrete shall consist of furnishing , spreading and compacting asphalt concrete in conformance with the lines , grades , and dimensions shown on the drawings and shall be clone in accordance with Section 39 of the State Standard .specifications . All foul- inch thickness asphalt concrete shall. be laid in two layers of equal. thickness . The taterial placed shall be Type B asphalt concrete using paving asphalt of viscosity grade AR 4000 as a binder in conformance with Section 92 of the State Standard Specifications . The amount of asphalt. binder to be placed with the mineral aggregate shall be 6`? by weight of the dry mineral aggregate . The provisions in Subsection 39-2 . 04A and 39-2 . 04B of the State Standard Specifications are superseded by the f e l lowi.ng : �1 At least 75 percent , by weight , of 411h,3 material retained on the N'o. •1 sieve shall have at least one fractured face as determined b�, Test method No. California 205 . yy, j f f ' . � �t ti T1r,��'. �'� � '2 .,: i,��,.� r 4�•,. � ��, t �i r t ; I�t�a }t}t}t � �'} •A`� , �. t' W.,'� # '• { t � "is i ,'� '� , �� 1 ,t � ' � ��, a , ' %�.�,. .xr t i s 1 1 t x. �1C ME �, : L•. . . ,+'I#f . ,.u�i, +iR �i 1r A7P�{t �, �i F' t,*• Aggregate grading requirements for all asphalt concrete shall comply with the provisions of Subsection 39-2 . 02 of the State Standard Specifications . Aggregate grading for asphalt concrete placed within roadway travel areas shall be 3/4 inch maximum (coarse) for the base (10wer) layer. and 3/4 inch maximum (medium) for the wearing (top) layer. All four inch thickness asphalt concrete sh,7.11 be spread compacted with a self propelled asphalt paving machine capable of spreading and vibrating a width of 12 feet. Each lane of the top course (surface course) shall be placed continuously between termini or as directed by the Director of Public Works . d. Seal Coat Seal coat work shall consist of furnishing and applying a seal coat of bituminous binder without screening and ® shall_ be applied in accordance with Section 37 and 39 of the State Standard Specifications . The material placed shall be mixing type emulsion of Grade SS-1 , or as specified by the Director of Public Works 5 . Portland Cement Concrete Replacement a . All Portland Cement concrete curbs , gutters , drive- t•:ays and sidewalks , drains , pipelines , sprinkler systems , canals or other facilities i:hich are broken into or damaged by the installation shall be recon- structed at the Contractor ' s expense of the same a9' kin•3 of material as the original :tiork . Curbs , gutters or sidewalks shall. be removed and replaced to the next joint beyond the excavation required by said installation . All loose pieces and broken edges shall be removed before replacing any surface of: concrete a,,ork . ' b. Concrete for construction of the itcjmF of: this section shall be Class A utilizing Type II cement. The construction shall be in accordance with Sections 51 , 52 , 73 and 90 of the State Standard r Specification, , the City of Huntington L3(,—L ® Standard Plans and any details or modifications indicated . ' 6 . F'inishinq work ' Finishing c•:cr}: shall. consist of final cleanup of the job Of al.1 rubbish , excess materi:il.s , temporary structures , and equipment and other similar cleanu}� or grac3iI J �';or}; , Al.l sh.:ilI be done in accordance with Section 22 of the State Standard Specifications . 0 it -15- � � r� Y S 1+ !':err, .K f ff'� !�• a i'� � R � !1 ,�� { �� Y F!' � r, "'q t 1" f ' i it .r�t 4� t � ; � ` �1� � 1 2 �� t �i �� '�i � �� fA��1��:?t { ` ` }•t. "� 's ! �• �j ��. i' f' r� i �. r ,f. ,�r� ^r.�1 1 t��' � `' a S>s�:H'�.i �1�"{ Z�, i.}��T � i �. 1�.1� L ! .,', � � , ,•�,,. t4� 4 1 {, y .',• � �,'1. f f:.+ j 1 +r,4 f .);�� ., n 1•t+� � �. �,` 1.. +. ,.f •�•.�, ;7'� t}f► 1 � ,.! _ '- - ,�, '� v - t �1•' • ,r. . �•[ v] 7 }.. 7 :.� :i �' � ^+'�'� c 1'� f-+r. � J` +t ,'l. A KII� r��r v ��" �� y r r, ,'1 � !1 ;�, .. - {�: a s, •+ �' `` s 1 r' 1 t 1 r S- - '�i ) ',M1'. r. r„ � r ,� d'• � .1'. v r -v �I'. Z •v *r �' ••i. ,t•.:+r./,+.,a , t.� d,+?. - ",'i. a ,.Y"t,.. •.�: # .:'vi'+ •.' f •v. r 1,. � �.. r;� .7 i. �� fin.. `� •:�: �� + y + r t,.. l,T�1 r' ,r � r � 1 >' .� -�`'.1 1 �a i' '7,+ 1 r.. ( . j t[ !• ,) ,' 1 +r,• '' b'+ Fk. `�'` .,.1 1�1 i'1AI .t''a. L. l,i. ' ''• �,.► ._1`.+ r1' :� r. 1•,. rw' '. �•� ,�,!} ?; .,. � t'� ! •► .:. 1 :t + ,+'. ,r, 1 y fit-''+ v- 'e, ��' .,.. .�. •+ ii.+: , Jr i.7a •.4• ... .y d.r:v,.'>.v. a•' ►a. �' � e-; •'?7 ..r. � k �•�.+� ,�, r.`, .,y,. ). t .e `1 � „�. {• / .)i�.• w.t•�'t r e. '1.'�"r :1..' ! 1 •5. +�. L. r+•, �J. ��','1, ry:,ir 'Ir. #5� .,t�r.fl ,�'��'y ;rt}. J 'r �+ '}tom'. r �;. ,v i-' .5: .� '7 .ut:'. .1 ,, ,}(�i. '/ E_'� +.f. �� C.n. !• r' r1/ �oP,�1. . ,.!'�.i, S �, ,,r, .�'.. -�1 •�` 7 1!{ .f.. •q, .'y to •,+! I,�' r t'� I M , • •,1 D. Work 7, Vehicle detectors that are destroyed or damaged shall be replaced by the Contractor. Detectors shall conform to Section 86-5 "Detectors , " of • ard SpecificationsLead-in cables shell be continuous from the controller terminals to the pullbox where the splice to road wires is made . '�,• Work Within the OrangeCounty Flood Control District Rightof All work within the right of way of the Orange County Flood Control District shall be done in accordance with the requirements of the the office City-secured permit. A copy of the permit is on file in r r of the Director of Public Worksand is available upon request. . . .. .' - Workright1 way shall be completetested no r•'.h. later than October 15 , 1977 . i` Work affecting the FloodControl - • • - •• • • • r • - • Specifications . Use of Flood Control District property and conformance with — �l above shall be subject to inspection and approval by the Flood ail Jf•'},rtb#5 .�}' • • i/ inspector. t�i I�{}�r,�t� �;`' }1 }apt z' r� y t�l lit lit r f.E (1 rY«y '�fir!1':'�i!• �j b�i{�5,4�+ 1 ';�' z� �,�lr�t`��y{j•� t 1+�1t' �1 t:" T,��. .,�'�� c' ,� '' � + r,'�;wt Ay�4 +� j �t�,} i � 'i� • .s�• 1' z ( ► ' ► 4�:tr'� �'�t�� }4,�' dt' yx � ( 1 �y+ �.1i1?' �}'� y� ��. ( �C �j�'t ,�� i •+ � � v( �3` k� i \S �+" , � �yt ,�I � :�'� � t'�` �'• S �� .i � 4 1�'� ��"! ��2 `r1� ! ��t �:� t x'i��i�r�K�'� '�'° d•+ �� +,r� �l. � `y� � 1 ,� � FA' �� " �� t� (} w i'+�'S ` �� Y �� ' ;,7 +'+�. �� •h t >t r� l5ti�'y: �f f � .��4 �, �F ��•� , t�'l1 '� •� r � � ! y �� ,d�.{�.} j,'1, 1. t�4i .� >, � i ! ft. t, t � r ('+} f�1 ry'j�`� il� +},' ► f .r. ,� v.. .!' '� °� t � � �� i i,� � 1j �r. I L S, � y ``{y' t y!' •`�I r '� � ` �` . l� 1 `s � , ,4 .yl /4 1 ,.v � i�+ IY {,�f. `' •�t r '�y, �i' � � f3R •1� � .7 { ��''� fe �. � , ��t i+,l. '• 'i.l-�� r " � lt� � {} •� � � �� T i " � {� +�t 4 � � c 1 t t { 1 �NNN�t� �, 1�• +;*1 i 1 egyr } 1��', ,? � `d � �• � � ,�' +1+' k� � -�tT r j\� � L� .1 ! !,+ '/ ,,1 �f f }1, 7� } r. t� ,} N�r i+ r `f { i'{i iii t,}y N z` ' . ':Y�ri^� � iF'it, 1 4i ;r'�� c., I'� :1•,.�'r$51 Vie t£it�� 1A�'l�•��i�. .-.t�+• P:?��'��,iki5#C��{C1��1; >' �r -�+ • .# 9 11, r .4• PAYS -. A r ♦ � 'f � Y a _ � r.�L �! j y •.1+` i• � �, r7 y •h1 1-• � /'�{' 4:,y�' .,. �' 1.' _ , . y' _ � t �i is t �, r � .fi >R`.. h- I--, - �. yr.'4 " ` ,� ' �` _ +- ��, f ;.1•, .` - v � y r � ,{i , � �`, + a,=i` e,•' � � ��' �� to � �-' I �' :.� + ;r�if .r ��- _:7w, y. a. 1 1-f: 44 y •R , f �, 1 , �q l 1, � _ � '- ,. + +�.± 1 •�1 1.4 •1.• i'ly � `* r .. S * - •t'+ jt *f • ..{ k�+'f�+ •s i"j!... f } ,.:�, �i,. 4•" U ',t.+ '/ +• ' -:r. •ly�t -.� •� ,":'. � }+? •r... '� ',SY , �.� '�'� •� +f,.d � ,.. � .i 'y•+t•.ry ."i• :�'.i +, 11 ••. s; .s" -;• 'ti,i•It ,. �� b „4'' ! + r`: 4 ,�R.�,. ,�rriv' ..,.;, 'i, , '� e� ., ," � a � ,C..;;� r Y v, �++i .r,� 1. f,. ,r• a >.4 1.� r'J "' � .'{' i. 'L1,.r1� t , +• .i.�•? � . � - ,;" S'^.y F ,(,• ��.r ;� 1 r i ,- S "'' '•a �� r � .!• tq:'� ! ,;;`; tt, ar. �,':. •; rx r � r ' , ?•a � it* +• r 4'' v.. +7 �I+ •�I: i�`ti'{ , t, ,a i, ',i i�: c a�',r,r, t ��'.. '� ':2i 4+,'iinr .+tnSs.r'M`r+•.,'rr��l• ,+ �.i c .1 �.r1 r,. .'a: '.1� t C Pi2ing , Structures and Appurtenances 11 Generalryf� * Work coveredbysection • " furnishing , installation and testing ofthe vitrifiedclay pipe , fittings , structures and appurtenances as shown on the , xdrauings andspecifiedut•+ 2 . Materials n Sa . General +1 All materials entering into the Work. shall be in T accordance specifiedherein. •1 + f All concrete • accordance with the requirements of Section 23 of the Sanitation E. Specifications . �} Vitrified , f� 'r T' The pipQ to be installed shall comply i..,ith the requirements of Section 32 of the Sanitat-ion (2 ) Vitrified Clay Pipo �District ' s Standard Specificat ions . (1) General "he name of the manufacturer or %..,ith a trademark of a size arid type, �-,,hich has been approved by arid I.H. e Joints Vitrified �� t' < {.• S tad a Type, "G" joints furnished sliall be as manufactured t by Pacific Clay Products , Interpace Corporation oi- approved equal . Approval of an "e-qual " %-:ill ,. t• ; .+ for complianco with thc requirements of Section 32 ,.. involve t.cstina of the joint and joint materials d. Precast Concrete Manholes b� prior to delivery to the job site . +V �, ►�a !: +i,,ab��4� t#� Tn t , 1 t rx 1 Precast concrete manholes sliall comply with the requirements of Section 33 of the Sanitation �+ ;• (+� Districts ' Standard Specifications . �h'r s5.j+4Mlanholes with a vertical dis'Lance from cover to .. �}. r, ! JY. .�1 � fi` ��fiYAAMM'1 i� t{o TXT in lieu of the standard c=.- section arid cover . !' �'ir.'".� ;l� 1 �`� �, {{►x, � � �?� ,. ' �� t4t�,i ,!1 � ! �.°'� �r��}'�� t�x ;' 't '?a�ilft ",� �`�!'i� f,�'. �li+,�" +�','��1''�t'• ��'�,��'��l , ,e�1..,1 � � t P •a S � �!�, + +V t'�� :TV ,1 _ � e•l, q1+t � , � � t f �,y13�x(y�t� a �' '. 4,•��; ' ' � '��,�, 1�.,��' �{ •lii' � ��, .��1`I>�'�� $ � } `�j ,i�7' .Y. �� , �.y�f�ft� 1',�'� �+i'1 I i 1' ,( i•'� �1 1 !/• Y�•��i � � <[j� �� •�� (( f � 1 � �, •� �!ti r •pC[�f �/�t Yi!�+ � X f� �ly�� Y f{, �� ; � �� N 1�� '�� ! 1� •1 •t �!1 ��' � �t� I 1+' � �F•� ' ��1 1� ; '� Y r �1. { �. � � 1 It "� � V. i � �' �l ti [� 'i! �,1 ,� � � 1 �� '• #�1 .r ' t .tilk L x� ;• ' '}� . ! �,� � ' F- ` 'S K �' �r � t," �. . � S i � jt �,+ 1. 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'C ,� � �`i� � �tj, 1�' )'i fW��ti +' � 1" 1y. 1!. ,.,�1 yl"�; .�� °� t �� .F �1 f��:' y i i• •7�� 1 ti� r t ( t '�� Y' � � ,. + 1 Jh' � •t11 '1 '► ��1�� Y , T• f � ! r1 �i'�,+ 5 � �u'• �� ' 7+��.�� 1 ( 'F' � 4 �,� � , i�, ,';f �11 {tl S !t �. �1.,� 1. '� l r �iY! � �� yZ, fl � jr�+ � y 'Sq� ��,1� t +j '1 �'�a, i�� ," 1 i �ji '!'��'�'�!� r,l � I`• ti � � i a * � ��+1 t r '� t• �Ott ,t ). her•`(''�.�.(�J', a• �1 ',�1. ,� r �. �t. ► C 5 1�'� � '�+� �r� �l ' 1y '� r?S � �' �k r� tl� n � 'tii t �. �l[� 4'p ,�;� F � � 1°. �� 1 ;� 'l� .r ,� � � , '!r r'{��, r;r' �'• �s Tt11 L = o`�� t��_ ' ��u 1� � �; i �',`i' eT ,�, r ,1 !� �. r } '�j� A�'�� t�".�}}•,'�,1 � rl��• 7 t .,�� '� ri � ,� � tC „�,4 �' �r r 1. � f. �.) . �«d r t � 't �.1. 1�.l -�� 'i } h S F, . �'� 1 F}. a. �1 '� .Y 'S �► �, �j�� {'�t/t` � , :r��'r+5��it''�� r �� ,�'y�1 ,�,r �r � �� }i � '� ' r ,�; + ` C 1, � Y• .H rF�� 1� U 1 � �� v}t ` .}]l� /5 ��ji` + j ' � 1 .r 1 ; 4,,+ 3 .i+ +.,• •.t , '{ ), / '}{{}1Y��1�`1 4 •5 1 t. ��1}; t = a� i ', � 1 , y�'t} � ,�., 1 tj•, i 1 y ,l t t 5 � � 1 1 7 1 � + ! ,LYI 1tt,. + �� {` �� • � �r. t � �. ,FiF'L+, � ,�. ) � 1 � z( 1' � r.. S� 1 � i �_ '� ! � � ,4 y 1 �. � � R '` t'• i} 1,'1S R S I � � 1 .!}• l,.• t •t S ,� � 1 � 1 ..M. t l .1, J �•7+' F r t.,11.: t .. Ilt► i t!�".�`jl r �?i 1:d td �i�:�]' x !I c t Ri{ tk r.^1T1YY� 7ca?'Ifi ' 1 { ,� a I SCHEDULE B STORM DRAIN SYSTEM 0 SECTION I . DESCRIPTION OF WORK The Work to he done consists, in general , of the construction of a storm drain pipe line and appurtenances consisting of, but not limited to the following items : The removal, disposal , relocation, and/or protection of existing facilities , both public and private; excavation, backfill , compaction, and disposal of surplus material ; the installation of asbestos cement pipe by open trench laying; the construction of reinforced concrete structures and appurtenances; pavement replacement; and the performance of all other work necessary for the construction of a complete storm ® drain system. SECTION II . EARTIMORK A. Description of Work Furnish all labor, equipment, and services necessary to perform ® the required earthwork in conjunction with the construction of various reinforced concrete structures , and the asbestos cement pipe line, consisting of, but not limited to , the following : ` All AC removal , excavation, de-watering , shoring , removal and disposal of objectionable materials , backfill , compaction , AC ® replacement, and loading, hatiling , and disposal of surplus materials . The work hereunder described shall conform to Section 7 , 10, 15 , 16 , 17 , and 19 of the State Standard Specifications , and Lo these specifications . 1� B. Construction Detail; 1 . AC Removal The Contractor shall make his own arrangements for disposal sites at his own expense , at which said material may be lawfully wasted . 2 . Excavation The Contractor shall submit 'or the acceptance by this Engineer, in advance of all excavation of: depth in e:":cess of five ( 5) feet, a detailed drawing shoeing the design of shoring , bracing , sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation . If such plan varies from the shoring system standards established by the Construction Safety Orders , the drawing shall be prepared by a California Registered Civil or Structural Engineer . c Nothing in this section shall be dee.merl to Allot. the use of shoring , sloping, or protective system less effective than kil . 1. it I ! 1 ► that required by the Construction Safety Orders of the Division of Industrial Safety and the Occupational Safety and Health Act. All excavations shall be performed, pro- tected and supported as required for safety and in the manner act forth in the operations rules , orders and regulations prescribed by the Division of Industrial Safety of the State of California . Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrian and vehicular traffic of such excavations . Lights shall also be placed along excavations from sunset each day to sunrise of the next day until such excavation is entirely refilled , compacted and paved . All excavations shall be fenced in such a manner as to prevent persons from falling, walking, or otherwise entering any excavation in any area , public or private. The location and grade for the structures will be established by the Director of Public Works . E-Excavation of every description and of whatever substance encountered shall be made to the depth and grade shown un the dra.�,ings . Care shall be taken to re r. ict all excavation to the lines and grades shown on the adec ua-:1e allowance for clearance around concrete structures and pipe lines . S Pipe trenches shall be sufficiently straight tc permit the F pipe to be laid true to line in the center of she trench . t ® The trench width shall be such as to provide a free working space on each side of the pipe as laid . !Material through which the trench is excavated shall be de- , watered by means of a well point system, or other pumping facilities acceptable to the Director of Public Works , to a , minimum depth below pipe subgrade of 18 inches . The trenches and other excavations shall be kept entirely free of stater while concrete is being placed and the pipe is being laid, and until the concrete or mortar has had its final set. , or the pipe joints have been completed . t';ater shall be disposed ® of in such a manner as not to cause injury to public or } private property nor to be a menace to public health . Excavation for all structures and pipes shall. be to the grades shown on the drawings and shall be sufficient in size to leave at least G inches in the clear between the outer surfaces and the embankment or timbering which may be used to protect them. t Free access must be provided to all- fire hydrants , and means shall be provided v;Hereby all storm and waste water can flow uninterrupted . tY Wliere necessary , trenches and other excavations shall be properly sheeted and braced to furnish acceptable working � conditions . The bracing shall be so arranged as not to place ?.0- 1 it.� t. L 7*'+ }'� 4�K�� t � 1 ilb.' � r• •'I 1 •y t:,K j. � ♦ ; r t r�1 tWKV ,' r e I r•-'' t .'t « 11' Y- A;ti Y+• R n1� ,..�tijty -' ,,.' Y� ,1. * _. ,i� R .• i t } r#� � i � w( 1 ;t•1 ' .7'' • ,�'' v 4 'i�,♦r y�.. �j ,1• ., 7� .r T}fi: l +.• n_••• t r�' y /',. �� '� ? rei; -* t •; t . 45++�_ ♦• �I ++ .'r.- }• •1n� 'fir ♦ + � ' �lT' ,. � .� 71 »�if 5 • '.' 14 • '1. i 't 4 1:. ,�� i'� ,K' ' t�';K. ,• .�.r •�• t i •Y.` ' ti?y. i.;�.• `T� . -44 � �- [ � r .a,.t , .,��. 'p,`�' {1k J 4; '� f:`' t�.' v., •i.�. ',Fa'.,r , �U •,. •{ 'n ~ , . a 'r p f.,r;'q•v R .+.' :r. .r .\ � ',t• � rrl'',�irl�, ,,r. �� t�� r•' a - �'�! 'r 1.,.i •.y1r, .�, .� r, �•' t}.1 • + k �.,SfA�Qt',.• x +. ;�. :, f'. .•S:; . b,-l. u, ..rt`► ^i r• .L' '�,.�.. �� 'i ,r1'..�`�i any stress on portions • to provide ample strength. Any damage to structures 0 general construction thereof has proceeded far enough occurring through settlements , water or earth pressures , slides , caves , or other • failureor of sheeting or • or • • • bracing , or • • i f nealicence or fault of the Contractor in any other manner shall be repaired by the Contractor as his own expense . Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of of • ' ire! .• .,�,�;• . If extra excavationordered in writing by = of Public 1-,"orks to obtain suitable foundation conditions for • to refill the excavation will be paid for • • price pe-r cubic yard of excavation and per ton of bedding and shallconsidered • be- full compensation for �.� excavation , • and placement of • • bac'kfill , and compaction . Ott ,,,{I r4Tt r • �r, •,tyt .,, c —iterials excavated in streets and rcadways shall be lai-cl alongside the trench and kept neatly piled c;(.) as to as little inconvenience as possible "LL) public trave-1 Pavemeinlk.* removals sh,ill. be ! (-,jpt se-par.-ited from dirt removals -ill he iroiiiediatel, removed and disposed of by materials , shL L the Contractor . L r, okkk All backfilling shall be as specific-d in Schedule A, Section Minimum relative compt-iction in the pipe 7-one shall be 90"t throughout the pipeline limits . 4 . Bedding Bedding shall confro,-,i t-.o the pipe bedding detail as sho%-I ,r ��1}' t �•t ,jar� t 1��1 •y.t .4 on �. art,(( �l� + ��.•.�el .i%I,, r Class B bedding below or of crushed rock or gravel with the -ill be composed of sand as specified for following gradation : IXI 1�1•i�}. 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P � ;`� ��j i�rl +�f• ��t � i4 t '.�' "t��' � '3 ..� � f�'Y � ` i r � �� ,{ i• � .1 iY �� 1 i to `; � 41 � i� .5 x i � , ;� �'i'.,r I Nr��1 �T(� 1 �{ , "r �: ,'1 �,• :�j• � fit. .,�* k �, � .� ! q � f {�t,1'�` � Sty, � � { .il' ,.� 1• k �. r' �'�`�{ � x�. e J�' S �^ k� �� ,�♦ .: -"V A' �'�� •�, '� .L'� .. 1' �A w l� �' � � �'Ir, % � �� " 't �- f e " fit\ �� 'i.a �t � � �'# �{ { I� ' G�1' {�. � ' �� 1 . � }r � f� t" .. � � � . 1�x, 1 �11� �"l ►T 1� IKh� { .•„ ', f. M� ! + t. r,i .' 1 ', '. !t i - � t 1T,� - ,w ': r •�,,�1��,'"l,•fi�td£ -.#J + ]r' ! ♦ �r Y,r..e':rt1� '�. " , � �r ,.. 1�..! 1 'l.� 1 / 7x 5�:1 r 1..ti y - r� . .N . � i +' .1•: "�. -y,� r},�+.{-, '�. 1't ' '-.+' ° -t /i. _.1•.y , .1 • :1 ,7 1i k. �,.' :.i.l r 1 .,..'+�.r 1 . ;p_�:_ `v +' ,1• .�o,'.:>;ti' ,.1i1 .� ....'•+a` \' •:1+L,. 'a' ii •4"� {_ ,i ar.a-.t., � r , ,,..�;+li 1�(+. t� art ,a.sieve size Percentage Passing i" 3/4 S, • r 11 , 1/211 r 1 • 1 r i f No. 1 M1 + A minimum thickness of of • • • shall 1r ibe laid under the structures. { Class _ bedding sliall • • • of - S •, following gradation : ' Sieve Size • M Passing '� • / 1 A. . r r �l y. • 11 1 . '�T . Sand equivalent shall be 30 or greater. Class B bedding shall be laid to a height of that specified on the drawings , and shall be completed prior to placeriient of the balance of backfill . f�f 4k S 411��i'"fit�,Y�,f.��tt+R �� •a.�4:+�.'''��,• Purnish all labor , materials , equipiiient and services necessary , The i-,,ork hereunder des,— shall confori:1 to Section 10 , 16 , . 7 storm drain line 1.),, ans of open trench laying . B. Construction Details g4�,- 1 7 +S e shall be ss 100 cation t Piue diameters !-,hall conform to i t .F .i1MV -irdized Basic Outside Diameters . Industry Standil, tiiilhhh}111 ' ! !Pipe ends shall be step-machined so as to provide autainatic separation without the use of mechanical ti<a 1 3 �W) Pipe couplings shall be "Ringtite" , FlUidtite" or approved equal . Rubber sealing rings shall be solid in cross section and furnished by the pipe manufacturer . 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'� � 1' j �l� �I,4 , � .i"��:' � , IT? �1 ��+ ' � lte � '`I Y': i i� 7, ��Y � y � l �� Y .,� 't 1 F.' t h t,� ,'t{ C� 1, e�(+ + d• ♦ ,� }r + � � �a, ��# �. , 'j��i :i �� ' �?'�� ,�1 � .'� + �J,'� �f+�,�w ► � � .�r � ., -�y� � is '�1�� • � ,ram. i r i �`�� j f •;� � � { 111�'+ '+�i�T{�� '�� r��J��::� , �?t�.�{i a,]tN_b'1.•tt1.�i111 ti.>i(�r,ik. ��/.js. ��.� ��:��,L�.�II��a+u �, t�. 1.',1.11:.� ,:ft .�r�.� ' .t0"�� lS�,l�`til+� � •, 1Ft�'k:`+�a' ' .t�.l�.s' d ��:{. 3� SECTION IV. TRAFFIC CONTROL AND PROJECT SAFETY The Work shall consist in general of maintaining traffic control and safety throughout the limits of the project, including affected adjacent areas utilized by construction traffic . This work shall• , r conform to these Specifications , general orders of the State Depart- ment of Industrial Safety, Sections 71 81 and 10 of the State Standard Specifications , and direcAves or instruction from the Director cf Public Works . The Contractor shall adhere to the following: i 1 . No full street closures will be permitted. Daylight lane closures will be pennitted with prior approval of. the Inspector provided flagmen are available for control of vehicle movements . Closures limited to between 9 : 00 A.M. and 3 : 00 P .M. 2. Two minimum width lanes of 12 feet shall be provided at all times . Traffic shall not be routed over dirt shoulder areas . No additional compensation will be allowed for the installation , removal , and disposal of temporary paving. 3 . Residence and business entrances and exits along the project route • shall not be completely blocked off. In the event new driveways are being constructed or adjacent work affects the entry or exit, the Contractor shall prepare an adjacent area for temporary use which shall be suitable for the safe passage of all types of traffic including pedestrians . The temporary areas shall he maintained in satisfactory- condition for the entire time of its 9 use. Upon cessation of the need for any temporary areas , the Contractor shall remove and dispose of all facilities . The place- ment and removal operations shall be at the Contractor ' s expense . SECTION V. SURPLUS EXCAVATION MATERIALS The Contractor shall , by submission of a bid , acknowledge the following : 1 . All asphalt concrete, Portland cement concrete , debris , and other unsuitable materials shall be removed from the job site and dis- posed of in accordance with Section 15 and Subsection 7-1' . 13 of the State Standard Specifications . 2 . Upon completion of : I compactions , roadway subgrade , and embankment preparations , the Contractor shall assume ownership of all surplus excavated soil and shall remove and dispose of same in accordance with Section 15 and 7-1 . 13 of the State Standard Specifications . S SECTION VI . COOPERATION WITH OTHERS The Contractor is hereby made cognizant of the fact that the Work will necessitate full cooperation with public util:1-ty and private concerns bracing, relocating , and/or protecting, facilities which are adjacent to or within the construction areas . The Contractor shall contact each company or party so involved in order to schedule operations in the least interfering manner. Underground facilities shall be exposed by the Contractor prior to commencing excavations o.: operations which could cause damages . tit v�4 . - a -. •w.• - � • - .. - _ t e - Costs • • in relocations - • - • by • • to Mta,�e, his work will be borne by • • major • • . es having- facilities in the area are Southern California • • Telephone, Southern California Gas Company, and various municipal 77 i M ! F I -.- •� tip. +'- - .� `• . *� SCHEDULE D PAYMENT A. The furnishing and installing of the vitrified clay pipe sewer main including excavation, shoring (if necessary) , bedding , backfill, compaction, pavement replacement and all other items necessary to complete the Work shall be paid for at the Contract unit price bid per linear foot. B . The furnishing and installing of the vitrified clay pipe sewer siphon including excavation, shoring (if necessary) , bedding, concrete encasement, backfill, grading, compaction, work required by the Orange County Flood Control District permit and all other items necessary to complete. the Work shall be paid for at the Contract unit prices bid per linear foot. A C. The furnishing and installing of precast concrete standard manholes and appurtenances including excavation, backfill , manhole cover adjustments and all other items necessary to complete the Work shall be paid for at the Contract unit price bid per each . i D . The furnishing and installing of the precast concrete manhole ind appurtenances over the existing County Sanitation District trunk sewer main at Station 0 + 00 including excavation , removal of pipe, backfill , compaction and all oth.2r items necessary to complete the Work shall be paid for at the Contract lump sum price bid . s E. Modification of existing manholes shall be paid for at the Contract unit price bid per each . F. The removal of the existing epoxy lined asbestos cement pipe sewer force main, plugging of its connection to existing • manhole and reconnection of the force main to the new manhole as shown on the drawing including excavation, new pipe, backfill , compaction and all other items necessary to complete the Work shall be paid for at the Contract lump sum price bid . G. The connection of the existing 8 inch vitrified clay pipe sewer to the new manhole at Station 3 + 24 . 50 shall be paid for at the Contract lump suun price bid. H. The furnishing and installing of the 16 inch inside diameter ductile iron air vent pipe and fittings including excava�ion, shoring (if necessary) , concrete encasement, backfill , grading , • compaction construction of supports and manhole connections , and all other items necessary to complete the Work shall be paid for at the Contract unit price bid per linear foot . 1. The furnishing and installing of the asbestos cement storm drain pipe including excavation , shoring (if necessary) , bedding, backfill , compaction, pavement replacement and all other items necessary to complete the Work shall be paid for at the Contract unit price bid per linear foot. • -27- r • J. The furnishing and installing of the precast concrete storm drain manhole per City Standard Plan 309 including excavation, back ill , manhole cover adjustments and all other items required to complete the Work shall be paid for at the Contract unit price per each. K. The construction of Type "II" catch basins per City Standard Plan 303 including excavation, backfill , adjustments and all other items required to complete the Work shall be paid for at J the Contract unit price bid per each. 1 • L. The connection of the 12 inch asbestos cement pipe to the existing 18 inch RCP shall be paid for at the Contract lump sum price bid. M. Removal and replacement of P .C .C . curb and gutter type A-1 and sidewalk • per Standard Plans 203 and 207 including removal , disposal of surplus material , grading fill , compaction, reconstruction and all other items necessary to complete the Nork shall be paid for at the Contract unit price bid per linear foot. 11. Full compensation for the furnishing of all labor , equipment , 1! materials and for all word: shown on the drawings and/or required in the Special Provisions and Detailed Specifications , including the removal and disposal of all waste or surplus materials , stall be considered to be included in the unit or lump sum prices bid for the various items of the 11ork co,,.►eyed in the Proposal and no additional compensation will be allowed . • A • • • • -28- V,"!" n .1 1. !11l! C;!.i cf '41,;TICC INVITI N G S E A L c o nins t F�I C C-47 1 Iron If,(. C;I v I tie V.'of I r, c k S. Holf. -i;a, I n -rl .1 rl to for I r ccrc:� or rUrILIC WOnKS L ST M",",C Ile r- P'o n 1.A- L;,r L t fl 14 C': r,T I.I ' l A ' r r , r THE GENERAL REQUIREMENTS OF THE CITY OF HUNTINGTON BEACH , CALIFORNIA 4 ' , UNTINGT . r Yi•. . DIRECTOR OF PUBLIC WORKS APPROVEb ' - ,4f�� ./' 9 H. E. HARTGE 1• M1 �.� `R. f" • •fit.. �. � � .+. .. •F . w INDEX THE GENERAL,,-REQUIREMENTS OF THE CITY OF HUNTINGMT 4 BEACH, CALIFORNIA 1. Definitions 2 . propQsal .Requirements a. Examination of Plans , Specifications , Special Provisions andtSite; of Work b. Competency of Bidders and Payment for Plans and Specifications c. Proposal Form i d. Proposal Guaranty e. Withdrawal of Proposals f. Public Opening of Proposals g. Rejection of Proposals Containing Alterations , Erasures , or Irregularities h. Disqualification of Bidders 40 3 . Award and Execution of Contract a. Award of Contract b. Return of Bidders Guaranties c. Contract Bonds d. Execution of a Cash Contract e. Execution of a Special Assessment District Contract fi f. Failure to Execute a Contract Q . Scope of Work a. Work to be done b. Changes in Work for a Cash Contract Project c. Changes in Work for a Special Assessment District � Contract Project 5 . Control of the Work a. Authority of the Director i b. Drawings and Specifications c . Working Drawings d. Conformity with Plans and Allowabl� Deviation e. Coordination of Plans and Specifications f. Interpretation of Plans and Specifications g. Inspection h. Removal of Defective and Unauthorized Work i. Superintendence j . Lines and Grades k. Final Inspection i • 6. Control _of. Materials, a. Quality of Materials b. Trade: Names or Equals c. Samples and Tests d. Defective Materials 7. Legal . i.ations and Responsibilities a . Gene ral. Compliance with Taw . b. Registration of Contractors c. Permits and Licenses d. Patents e. CAifornia Fair Employment Practice Act f. Prevailing Wage g. Hour's o°f :Labor h. Apprentice on Public Works i. Public ,Convenience and Safety j . Accident Protection k. Location and Protection of Underground Utilities 1. Responsibility for Damage m. Public Liability and Property Damage Insurance �► n. Cooperation between, Contractors o. Contrzc`.:;r' s Responsibility for Work. p. Non -Responsibility of the City. q. No Personal Liability r. Property Rights in Materials s . Conduct of Work ® 8 . Prosecution and Progress a. Progress Schedule b. Working Days c. Labor d. Subletting and Assignment e. Progress of the Wort and Time for Completion, f. Character of Workmen g. Temporary Suspension of Work h. Tine of Completion and Liquidation Damages i. Suspension of a Cash Contract j . Termination of a Special Assessment District Contract R k. Right--of-Way 1. Preservation and Cleaning m. Acc3ptance 9 . Measurement and Pay ,=tit for a Cash Contract a. Extra and Force Account Work b, Progress Payments IA c . Final Payment 10. Payments for a Special Assessment District Contract 11. Bid Price 12. Guarantee • 13. Conflict With .special Assessment District Law 14 . Conflict with Federal Requirements 15 . S amp.106 Forms a. Progrress payments ai b. Change Order (City)"Til eld. c. Change Order (City) Formal. d. Change order (County) 'A.H .F.P. Projects. �► e. Change Order (State and Federal Projects. f. Request for Special Inspection. g. Certificate of Insurance. I * GENERAL REQUIREMENTS OF THE CITY OF HUNTINGTON ?EACH CALIFORNIA 1. Definitions Whenever,..- in these specifications or other contract documents where these specif•:catioiis govern, the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows : City City of Huntington Beach, California. t. Street 'SuPerintendant .ter... 1 Street Superintendent of the City of Huntington Peach, California. Director Director of Public Works of the City of Huntington. Beach, California or his authorized representative. City Clerk City Clerk of the City of Huntington Beach, California. City Council City Council of the City of Huntington Beach, California. V wCity Attorney City Attorney of the City of Huntington. Beach, California. Contract Contract documents consists of the Proposal, Agreement, the General Requirements of the contract, the plans or drawings and specifications, special provisionsr details, standard drawings and executed Change Orders, including all modifica- tions thereof incorporated in the documents before their execution, bonds and insurance certificates. Bidders Any individual, firm, co-partnership or corporation, submitting a proposal . for the work contemplated, acting directly or through a duly authorized respresentative. Contractor The person or persons , co--partnersip or corporation, who have entered into a contract with the City as party or parties of the second part, or his or their legal representative. contractors A person, firm or corporation supplying labor, materials or equipment for work at the site of the project as an agent of the contractor. Plans The. official scale and full size detail drawings or exact reproductions thereof, adopted and approved by the City, r showing the location, character, dimensions and details of the work to be done and which are to be considered as part of the contract. Specifications The instructions , provisions, conditions, and detail reci.ui.r_e- 1M ments contained herein or herewith, pertaining to the methods and manner of performing the work or to the quantities and qualities of materials to be furnished under the contract. Work 1 All of the work of the project contemplated and called for or shown in the contract documents . Called for, Shown, Indicated As called for, shown and/or indicated in the specifications or on the drawings . Direc.ed As directed by the City through its legal representative. Approved, Proper, Equal , Required, Satisfactory, Suitable, « Necessary As considered approved, proper, equal, required, satisfactory, suitable or necessary in the judgement of the City as determined by the Director. Inspector 0 Legal representative of the City. City Engineer The City Engineer of the City of Huntington Beach. y m Engineer The Project Engineer assigned by the Director to be in charge of the contract work as his authorized representative. T. Cash Contract A contract for work which will be paid for with the City general funds or other City accounting funds. A Special Assessment District Contract A contract for work which will be paid for under. the provisions t of eithH-r the Improvement Act of 1911 as prescribed for in � • Division 7 of the Streets and Highways Code or the Municipal Improvement Act of 1913 as prescribed for in Division 12 of the Streets and Highways Code. 2 . Proposal Requirements 2-a. Exai hif 6 $of Plans , Specifications , Special Provisions and Site of Work The. bidder , shall examine carefully the site of the work con- templated and the proposal, plans, specification's4,.and contract forms therefore. It will be assumed that the bidder has inves- • tigated and is satisfied as to the general and local conditions to be encountered; as to the character, quality and quantities of the work t.o be performed and materials to be furnished; as to the character of equipment and facilities needed preliminary to and during the prosecution of the work; and as to the requirements of these specifications . It is mutually agreed that submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. No verbal agreement or conversation with any officer, agent or employee of the City either before or after the execution of this contract shall effect or modify any of • the terms or obligations herein contained, 2-b. Competency of Bidders and Payment for Plans and Specifications Plans , specifications and proposal . forms will be issued only to those contractors who can qualify as competent bidders . A charge will be required for the taking out of plans, none of w�,ich will be refunded to any bidder. 2-c. Proposal Form All proposals must be made upon blank fomrs to be obtained from the office of the Director of Public Works at the Civic Center, Huntington Beach, California. The bidder shall submit his proposal on the form furnished him. Proposals submitted on forms other than the one issued to the bidder will bu disregarded. • ,. 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'�•'i, 'ti',�` Y � }�� 4'��, ,� t [t`qt. l�,l�� :i• i.�, �• ,}! t qy �1I. �{'�',E' ��t�' k+ t'(� -t)' � �'t � j { �� , ^� ► t .� {� I ` .�,��l�J •1i �f',41�{� y�. t�t` t' •!. SP a 'Y tq t• ' ,jli }� j,1� ',,�•,1` lei, �{ �3'S}}� *,� � #'�:, 1 1 k♦t'.3� !l11 :� :T .� 1L t�i',v�.t'�.r ;� �t{�;,k 11 ,5{tAS .rtt? .;�Tt � ,`�t}. ,�•�`7n�`� �t. �1t ':tS 1 ;r �!.�:{ },ul: ��'P.Ir. }�j�L If�T1 � jr�� '� �•t'r:'1::•, it�\„1},��T.�.�iitq,'.�,ti�.. ,�� *:+�..?j .a,})�i',i ,N. L�; .,� A�}. �,tt .t'. .x� )f. Y;, .r,.t � i 7 �. "t�.r 1., .lt .1�'r .l,'i.,!',l,�r��' :e e t .� rYa�T�'r .��tTi,,•;.,A...,i.,r .t.J..l.ir.. ,wul 'I it� MO * �,'�j�t 4`., , , M i. .' J'� "�:• it -; '1 ,. i' :' r' #' 1 i^ y t: �• \� 1z4' M "•. !. 1 1,. + L'?, s," # ',t *T t't. a • t '�: } .,J 1'_•.J, `r1„ ,•.r� S'!'' +!"' ]'?L' _,i t..-�1 , a Jl}� j,,•, IWO' r r rejection of all proposals in which such bidder is interested. If there is reason for believing that 4 collusion exists among any or all bidders , any or all proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected. 3 . Award and Execution of Contract 3-a. Award of Contract The right is reserved to reject any and all proposals . The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. All bids will be compared on the basis of the City ' s estimate of the quantities of work to be done. 3-b. Return of Bidder 's Guarantee N Within ten (10) days after the award of the contract, the City y of Huntington Beach will return the proposal guarantee accompanying such of the proposals which are not be be con- sidered in making the award. All other proposal guarantee will be held until the contract has been finally executed, after which they will be returned to the respective bidders whose proposal they accompany . 3-c. Contract Bonds The contractor shall furnish the three good and sufficient bonds in accordance with the requirements of the State Contract Act, the Improvement Act of 1911 , or the Municipal Improvement Act of 1913 , whichever Act is applicable . Said bonds shall be cash, Cashier ' s Check, Certified Check, surety bonds„ subject to State or Federal regulation . One of the said bonds shall be executed in a sum equal to 100% of the contract price to guarantee the faithful performance of said 0 contract by the contractor. The second bond shall be executed in a sum equal to at least 50% of the contract price to guarantee payment of the claims of laborers or mechanics who perform work under the contract, and the claims of persons who furnish materials, supplies , manufactured articles, equipment or machinery used or consumed by the contractor in the performance of the contract. The third bond shall be executed in accordance. with Section 12 of these General Requirements . Whenever the City of Huntington Beach has cause to believe that any such bond has become insufficient, a demand in �► writing may be made of the contractor for such further or additional bond as is considered necessary, considering the extend of the work remaining to be done . Thereafter no payment shall be made upon such contract to the contractor or any assignee of the contractor until such further or additional bond has been furnished. 3-d. Execution of a Cash Contract,- The contract shall be signed by the successful bidder within ten (10) working days after award and returned together with the contract bonds, to the City Clerk ' s office . Work shall commence within 20 working days, after the contract has been awarded. No proposal shall be considered binding upon the City until the complete execution of the contract by the contractor and the City. The contract time shall start on day of contract execution by the ty. 3--e. Execution of a Special Assessment; Di s:rift Contract � The contract shall be signed by L-he successful bidder in duplicate counterpart and returnee', together with the con- tract bonds, within twenty-five (25) days from the first publication of the notice of award of contract. The contractor shall also sign a set of the plans and specifications for filing with the contract. No proposal shall be:*-,binding upon the City until the contract has been completely executed by the contractor and the City. 3--f. Failure to Execute Contract Failure to execute a contract and file acceptable bonds as provided herein within the time specified for the applicable contract category shall be just cause for the ammulment of the award and the forfeiture of the proposal guaranty. 4 . Saope of Work a. Work to be Done The work to be done consists of furnishing all labor, materials, methods and processes, equipment, tools and machinery, except as otherwise specified, which are necessary and required to fabricate, install, or to construct and put in complete order for use the improvements and appurtenances described and designated in the special provisions and in the contract. 4-b. Changes in Work for a Cash Contract Project The Director reserves the right to make such alterations, deviation; , additions to or ommissions from the plans and specifications , including the right to increase or decrease without limitation the quantity of any time or portion of the work or to omit any item or portion of the work, as may be deemed by the Director to be necessary or advisable and to require such extra work as may be determined by the Director to be required for the proper completion or construction of the whole work contemplated. Any such changes will be set forth in a contract change order which will specify, in addition to the work to be done in connection with the change made , adjustments of contract 0 time, if any, and the basis of compensation for such work . A contract change order will not become effective until approved by the Director or Engineer. New and unforseen work will be classed as extra work when sii;;h work is not shown on the plans or set out in the specifications and special provisions . The contractor shall do no extra work except upon written order from the Director of Public Works . For such extra work the contractor shall receive payment as previously agreed upon in writing, or he shall be paid by force account. 4-c. Changes in Work for a Special Assessment District Contract Project Increases and decreases in the work shall be done in conformity with the provisions of Sections 5230 to 5236 , inclusive, of Chapter 8 . 5 of Division 7 of the Streets and Highways Code of 1� the State of California, with reference to a special assessment project performed under the provisions of the Improvement Act of 1911, or in accordance with the provisions of Sections 10350 to 10358 , inclusive , of Chapter 4 . 5 of Division 12 of said Streets and Highways Code, with reference to a special assessment project performed under the provisions of the 0 Municipal Improvement Act of 1913 . The inclusion or deletion of any such work shall be at the bid prices if there are unit prices for such work in the bid on file , or otherwise at prices to be agreed upon between said contractor and said Street Superintendent 5 . Control of the Work 5--a. Authority of the Director The Director shall decide any and all questions which arise as to the quality or acceptability of maLer.ials furnished and work performed, the manner of performance and rate of progress of the work, the interpretation of the plans and specifications , 40 the acceptable completion of the contract by the contractor, and all questions as to claims and compensation. The Director' s decision shall be final and he shall have executive authority to enforce and make effective such decisions and orders . The contractor shall carry out promptly all decisions or orders of the director, affecting the work . r 0 5--b. Drawings and S ecifications Figuredimensions of t e` Trawings shall govern work indicated but not particularly detailed or specified shall be equal to similar parts that are detailed or specified, or as directed. Full size details shall take precedence over scale drawings as to shape and details of construction. It is intended that scale drawings, full size details and specifi- cations should agree , but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the contractor shall notify the Director at once; if the contractor proceeds with the work affected without instruction from the Director, he shall make good any resultant damage or defect . Any work called for by the drawings and not mentioned in the specifications , or vice versa , is to be furnished as if set forth by both . Where not specifically stated otherwise, all work and materials necessary for each unit of construction, 0 including special construction of any specific brand or shape of material called for, even if only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract . Standard drawings of the Department of Public Works , lists , a rules and regulations referred to are recognized printed standards and shall be considered as one and a part of these specifications within the limits specified. All drawings and specifications are City property and must be returned when ordered. Additional Details : The City may furnish additional details to more u y eTxp ain the work and same shall be considered part of the contract documents . Where the work is not sufficiently detailed or clearly shown, the contractor, before proceeding, shall apply in writing for additional details. Any work done by the contractor before receipt of such details , if not in accordance with same, shall be removed and replaced or adjusted, at his own expense. 5-c. Working Drawings Working drawings or plans for any structure, item of work, or facility, not included in the plans furnished by the Director of Public Works shall be approved by the Director before any work involving thew plans shall be performed, unless approval is waived in writing by the Director of Public Works . It is mutually agreed, however, that approval by the Director of the contractor 's working plans does not relieve the con- tractor of any responsibility for accuracy of dimensions and details , and that the contractor shall be responsible For d1 S a G agreement and conformity of his working plans with the approved plans, and specifications. 5-d. Conformity with Plans and Allowable Deviation Finished surfacer in all cases shall conform with the lines, grades, cross-section, and dimensions shown on the approved plans . Deviations from the approved plans , as may be required by the exigencies of construction, will be determined in all cases by the Director and authorized in writing. 5-e . Coordination of Plans and Specifications e, These general requirements , specifications , special provisions , the plans, and all supplementary documents are essential parts of the contract, and a requirement occurring on one is as binding as though occurring in all . They are intended to be cooperative, to describe, and to provide for a complete work. Plans shall govern over specifications. 5-f. Interpretation of Plans and Specifications Should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in these specifications and plans, the contractor shall apply to the Director for such further explanations as may be necessary, and shall conform, to such explanations or inter- pretation as part of the contract. The decision of the Director shall be final . 5-g. Inspection 0 The Director or his authorized agent shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full know- ledge respecting the progress of the work, workmanship, and the character of materials used and employed in the work. 8 Whenever the contractor varies the period during which work is carried on each day he shall give adequate notice to the Director of Pulic Works , so that proper inspection may be provided. Any work. done on holidays , (holidays defined as those in Labor Agreements) , weekends or unusual hours beyond the normal 40 hour week will require prior approval of the Oil Engineer and application and fee for special inspection at contractor 's expense (see special forms) unless ordered by the City. Any work done in the absence of the inspector will be subject to rejection. The inspection of the work shall not relieve the contractor ® of any of his obligation to fulfill, the contract as pre- scribed. Defective work shall be made good, and unsuitable materials may be rejected, not withstanding the fact that such defective work and unsuitable materials have been previously accepted or estimated for payment. 49 The contractor shall prosecute work on any State Highway or within °any railroad right of way only in the presence of 0 the inspector representing the State Division of Highways or the railroad Company and any work done in the absence of said inspector will be subject to rejection. The con- tractor shall make the appropriate notification according to the instruction given on the State Encroachment Permit or railroad permit for all inspections , and shall post all bonds and Certifications required by the permit. The permit shall be acquired by the City. However, the contractor may also be required to secure additional permits under his own name, which permits shall be processed at the contractor ' s expense. The contractor shall pay for all testing and inspections required by a State Encroachment Permit or a � railroad permit. 5-h. Removal of Defective and Unauthorized Work All work which is defective in its construction or does not meet all of the requirements of these plans and/or specificatiins shall be remedied, or removed and replaced by the contractor in an acceptable manner , and no compensation will be allowed for such correction. Any work done beyond the limits of the lines and grades shown on the plans or established by the Director of Public 41 Works , or any extra work done without written authority, will be considered as unauthorized and will not be paid for , Upon failure on the part of the contractor to comply forth- with with any order of the Director made under the provisions of this article , the Director shall have authority to cause defective work to be remedied, or removed and replaced, add unauthorized work to be removed, and to deduct the costs thereof from any moneys due dr to become due the contractor. 5-i. Superintendence Whenever the runtractor is not present on any part of the s work where the City desires to give direction, orders will be given by the Director in writing, and shall be received and obeyed by the contractor ' s superindentent or foreman in charge of the particular work in reference to which orders are given. 5-j . Lines and Grades All distances and measurements are given and will be made in a horizontal plane. Grades will be given from and referenced to the top of stakes or points , unless otherwise noted on the plans . 4! The contractor shall give at least 24 hours notice in writing when he will require the services of the Director for laying out any portion of the work. The contractor shall furnish the Director such facilities and labor necessary for making and maintaining points and lines as he may require: The, contractor shall preserve all stakes and points set for lines, grades, or measurements of the work in their proper places until authorized to remove them by the Director . All expenses incurred in replacing stakes that have been removed without proper authority shall be paid by the contractor. The contractor shall be responsible for the hiring of a (P registered Civil Engineer and/or licensed Land Surveyor to layout entire work and provide all necessary staking when special provisions so indicate . 5-k. Final Inspection Whenever the work provided for and contemplated by the contract shall have been satisfactorily completed and the final cleaning performed, the Director will make the final inspection. 6. Control of Materials 6-a. Quality of Material Materials shall be new, ;,nd of specified kind and quality and fully equal to samples when samples are required . When the quality or kind of material or articles shown and required under the contract is not particularly specified, the contractor shall estimate that the City will require articles or materials representing the best of its class or kind or at least equal 0 to the class or quality of similar articles or materials that are specified. Nate.,:ials shall be furnished in ample quantities and at such times to insure uninterrupted progress of the work. Same shall be stowed properly and protected as required . The contractor �! shall be entirely responsible for damage or loss by weather or other cause. 6-b. Trade Names or Equals It is the intent of these specifications to permit the con- tractor to supply any of the materials specified or offer an equivalent. The engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the engineer to make this determination. Whenever any particular material , process , or equipment is • indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facil- itating its description and shall be deemed to be followed by the words "Or approved equal''. A listing of materials is not intended to be comprehensive ,or in order of preference, The contractor may offer for approval any material, process , or Equipment which he considers to be equivalent to that indicated. Unless otherwise authorized by the engineer the substantiation of offers must be sub- mitted within 35 days after award of contract. The contractor shall, at his expense, furnish data concerning items offered by him as equivalent: to those specified. He 41 shall have the material tested as required by the engineer to determine that the quality, strength, physical , chemical , or other characteristics, including durability, finish, efficiency, dimensions , service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the 0 engineer. Test results shall be reported promptly to the engineer, who will evaluate the results and determine if the substitute item is equivalent. His findings shall be final . Installation and use of a substitute item shall not be made until approved by the engineer. If a substitute offered by the contractor is found to be not equal to the specified material , the contractor shall furnish and install the specified material . The specified contract, completion time shall not be affected by any circumstance developing from the provisions of this subsection . 6-c. Samples and Tests At the option of the Director , the source of supply of each of the materials shall be approved by the Director before delivery is started and before such material is used in the work. Upon request of the Director of Public Works , representative preliminary material samples of the character and quality prescribed shall be submitted , by the contractor producer or manufacturer of all materials to he used in the work, for Such testing or examination deemed necessary by IN the Director of Public Works . All tests of: materials furnished by the contractor shall be made in accordance with commonly recognized standards of national organization, and such special methods and tests as are prescribed in these specifications . The contractor shall furnish, at no cost to the City, such samples of materials as are requested by the Director of Public Works . No material shall be used until it has been approved by •Che Director of Public Works . Materials requiring test shall be delivered in ample time before intended use ter allow for testing, and none may be used before receipt of approval . All approvals or decisions will be rendered in writing . Samples that are of value after testing shall remain the property of the contractor. 6-d. Defective Materials All materials not conforming to the requirements of these specifications shall be considered as defective, and all such materials, whether in place or not, shall be rejected d and shall be removed immediately from the site of the work unless otherwise permitted by the Director of Public Works . No rejected material, the defects of which have been sub- sequently corrected, shall be used until approved in writing by the Director of Public Works . 8 Upon failure on the part of the contractor to comply with any order of the Director of Public Works made under the provisions of this article, the Director of Public Works shall have authority to remove and replace defective material and to deduct the cost of removal and replacement from any monies due or to become due the contractor. 7. Legal Relations and Responsibilities 7-a. General Compliance with Law The contractor shall keep informed and observe, and comply with, and cause all of his agents and employees to observe and comply with, all prevailing Federal , State and Municipal Laws, Ordinances , Rules and Regulations which in any way affect the conduct of the work of this contract. If any conflict arises between provisions of the plans and specific- ations and any such law above referred to, then the contractor shall notify the City at once in writing. The contractor shall protect and indemnify the City or any of its officers , agents , and employees against any claim or liability arising from or based on the violation of any such law, ordinance, rule or regulation, whether by himself or his agents employees . 4 7-b. Registration o:: Contractor Prior to the award of contract, the contractor shall be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Professions Code of the State of California and Amendments thereof, providing for the registration of contractors, and defaming the term con- tractor; providing a method of obtaining licenses to engage in the business of contracting and fixing the fees for such licenses; and prescribing the punishment for violation of provisions thereof, as amended . 7--c. Permits and Licenses The contractor shall procure all permits and licenses , pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution and completion of the work. � 7-d. Patents The contractor shall assume all liability arising from the use of patented materials , equipment, devices , or processes used on or incorporated in the work. 7-e. California Fair Employment Practice Act The contractor shall utilize fair employment practices in A accordance with California Labor Code Section 14-10 et seg. 7-f. Prevailing Wage The contractor shall forfeit as penalty twenty-five dollars ($25. 00) for each laborer, workman or mechanic employed .for a each calendar day or portion thereof, such laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by . any subcontractor under him in violation of the provisions of. the Labor Code, particularly Section 1770 to 1781 thereof, both inclusive, providing for the payment of not less than a the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertain- ment of such general prevailing rate by the public body awarding the contract, providing for the keeping of records of the wages paid all workers engaged in 'public work and the inspection of such records by the proper officials , providing 6 for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for a stipulation to this effect in the contract, and providing other penalties for violation of the provisions . 7-g. Hours of Labor 8 The contractor shall forfeit, as penalty, twenty-five dollars ($25 . 00) for each laborer , workman, or mechanic employed in the execution of the contract by him, or by any subcontractor under him for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than eight (8) hours in violation of the provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on public works , by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emergency when their employees are permitted to work over eight (8) hours per day, together with the names of the said employees , and the hours worked per day making failure to file said report within thirty (30) days prima facie proof that no extraordinary emergency existed, also making it a misdemeanor for any contractor or subcontractor on public work, or agent thereof, to fail to keep an accurate record showing the name of and the actual hours •corked by each workman employed by him in connection with public work. �I fib('! ,.*4 � •;1� r .' 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Y •1 i.[. },.h- .1•S Fff.r' ,1 rL ` ry 1` �t ..�"`1 5 ''.I e� 1- ♦ }.I + ,y l ,1. 4 1, 1{r1 yr'n;,S f: 1 i. ,?S.i, 11 f ; I, r ti. ►�'1. .' �' `� ►,1; G, •,.'+ - + 1,. t*: 5�3�rt. ,! .,. �'r Ci'''i, M Y,•.(,•�'\f'' ,5 '! ?.�''�.'�. ,. ,'!,•,�'#, �'v i:2. f .,•. I,.• 1,: u. 41,' ..} f. ,f' .v �!�'�t3,.S:1{S�i.�.,,+. { 1 1� ,•,r; ,�.�;,,t va.+ r,r 1,Er S tt ,1�. h ,i :1Y...+}. •fi' ., ) ,�'- �. •�.r' ti•�. .f.' t 1 t7,�.t .i/,,, },I{,t.. .v.,.�; t r I .- _ ��..:.:�._t .� ..�1.- ,.14r..r. .,..:7tr 7s:'�' ,♦�4, ,- ....-c•1,,. .. ,.. A.,..�•:- -1' 1 �a E'•.1 .. , _.- a '�: .,- , u,l• I, � , .. ��f, - -� ... _'a'1!: aµ....♦li,.l - ��.-, , _,'.,E 4 7-o. Contracto�r' s�Responsibilit :or Work Until the formal acceptance of the work by the City, the contractor shall have the charge and care thereof and shall bear the risk of damage to any part of the work by the action of the elements or from any other cause, whether arising from the. execution or from the non-execution of the work. The contractor shall rebuild, repair restore and make .good all. damages to any portion of thei work occasioned by any of the above causes before its completion and acceptance and shall bear the expense thereof, except .for such damages as are occasioned by acts of the Federal Government and/or public enemy. In case of suspension of work from any cause whatever, the contractor shall be responsible for all materials and shall properly store them if necessary, and Shall provide suitable drainage and erect temporary structures where necessary. 7-p. Non--Responsibility of the City The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to persons employed, or to the public. The contractor shall take out and pay for all accident, com- pensation and fire insurance necessary, according to law and assume all risk and responsibility until the work is finally accepted by the City, all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the contract. 7-q. No Personal Liability Neither the City Coun^il , the Director of Public Works or any other officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract. A, 7-r. Property Rights in Materials Nothing in the contract shall be construed as vesting ir, the contractor any right of property in the materials used after they have been attached or affixed to the work or the soil. All such materials shall become the property of the City upon � being attached or affixed. 7-s . Conduct of Work The contractor shall observe that the City reserves the right to do other work in connection with the project, by contract or otherwise, and he shall at all times conduct this work so as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work with the work of others so that no discrepancies shall res-ult in " the whole. work. 0 i i ►1,.5: „i,.�: lfi';i r i,. i ,, -I,.,�. 7r•7;3 .{.7 .rr ^,� .r• f. i,. .` �.r,y� Yl.,ry`i•;�' yt" •`J�3`.e n r:,r tr` a''1 4d, yr� .4 ..•.. is ,t• 1 . s 'r- -J r.:-• , �imq,,Yl � y�W.t� 'r•'t,t1.� {. ;. ' 3 r ,� .w i k 3 ;>S $ r3` u. l,lE r z r .,. i y,y . ;.,•.r , filr►.. 1 a,1�. .7„� 4r, ) s, `� 4y}5y{y r r k. ' .►: ',�;a` rt��,'� lSrjr. thp{�' ? �`r �� .�r t� } bE .e #°s1:4..!. ♦�, �._., •f,,•t i. r L ' ' � � � �.o .� �I. ,. - l3l tlt /� F•r "IL.� r .1.rr.�. r )<• g � , ,.1�, ..T.A �F{�T „�, IS1r ,r rtd /..�,, ( � ] �•.� a'• •'' � "��,, :) ,. f. .li 1�. .+:• .,, � •''r,, r',a.. 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Y r- ..,• ,.� ! }} .:'�' t •l .l a,i ,, 1. e2 l ♦ .if •�.��•, ,�4',►�1^ . . ,`;:l •�, '.i j .'r;r'' > d y� r /�: •'� fir, 1i 4 �Y, ;•4! t ,y t, ,i r -+.5� '.?' +YJ, + � .�:; ., •�1I:.' � ,�,, ,,'t t• .i� , -t-11 ►M•t• � �wf.'rk j •�� .� 1 ;'ry .,�, .y-t �,i�i , �'r,ki,rrr;4,r4.••.i', �,.. .+., S•(ti .,. ;, ;.y' , , iPl1 15,',t. � ,, .�'' �Ir �. ,!r. +• -!, Tr4, A ,t �i,ry _ +t i , +..�.. ,. �1 t:,V•.r' \'.- :,';r',,. 'ti.i, J�•}..t., , r.,ib ; -' 3 :. ,J,'+ '• K ,+ } ' r^. i +4,.j."1 + ..i :t 'Y�,'T r, ,$�, !r: ;# � �'R'1 1 r,! ,�t,.�.:. .q'� [1.•+*. '.�i y, �, .. 1;! +:�13 t 4. �.1� ,. 4• :; '}.r + ••.Y., ;,Y M V , t. 1` .'J7Y.• 'y.�•. 11:'•,yn, 'f�, k •��1��.•{,r.,C .° ,-i ,;.I. ,� -,;. ,1 r. 7,. .r,. 1,, ',1 ,,F, �'•+A•(� ' ;,: !7 •. }. 3 .}i2i •,1 ti ^�f.,. I. t •, ,„y }y. .1��(;,i1 •,ru,.,'-, i • r.. 'rE { ,r,_. >vt �► ,,, „� '( ;`; in .a.,'-..'3s 1.� _''' '�,.ti 1 t Or 1 } r y The specifications are in "Schedules" divided and arranged according to various trades . No obligation is inferred to sublet the work as divided, nor is the contractor 0 relieved of fully performing and completing any part of the work. Subcontractors will not be recognized as such, and all persons engaged in the work of construction will be considered as employee., of the contractor, and he will be 0 held responsible for their work, which shall be subject to the provisions of the contract and specifications. The contractor submitting a bid for the work, covered by these General Requirements and Special Provisions , shall perform, with his own labor forces or organization, work 0 of a value amounting to not less than 50 percent of the remainder obtained by subtracting from the total original contract value the sum of any items that may be designated as specialty items in the special provisions. The contractor shall, in his proposal, set forth the name 0 and the location of the place of business of each subcontractor who will perform work or labor or render service to the contractor in or aboutthe construction of the work or improve- ment in an amount in excess of one half of one percent of the contractor' s total bid; and shall set forth the description of the portion of the work which will be done by each 0 subcontractor. eflt��.f, rm. The contractor agrees that he is fully qualified to perform the balance of all work which is not set forth to be performed by subcontractors , and that he shall perform such , balance of work. The contractor further agrees to furnish the City copies of all subcontractors bonds and insurance certificates which have been required by the contractor. Where a portion of the work sublet by the contractor is not being prosecuted in a manner satisfactory to the Director of Public Works , the subcontractor shall be removed immediately on the request of the Director of Public Works and shall not again be employed on the work. Assignment of the obligations and/or duties of the contractor in the whole or any part of the contract shall be made only upon the consent and approval of the City Council of a written request by the contractor. 8--e. Progress of the. Work and Time for Completion The contractor shall begin work within ten (10) days after receiving notice that the contract has been executed by the City and shall diligently prosecute the same to completion before the exp'_ration of the time specified in the proposal, specifications, and/or contract. Y. 1 ff� t rr}d .y m ' 8-f. Character of Workmen If any subcontractor or person employed by the contractor either fail or refuse to carry out the directions of the Director of Public Works or shall appear to the Director of Public Works to be incompetent or to act in a disorderly or improper manner, he shall be discharged immediately upon request of the Director of Public Works, and such person shall not again be employed on the work. 8-g. Temporary- Suspension of Work The Director of Public Works shall have the authority to suspend the work wholly or in part, for such period as he may deem necessary, due to unsuitable weather , or to such 0 other conditions as are considered unfavorable for the prosecution of the work, or for such time as he may deem necessary, due to the failure on the part of the con- tractor to carry out orders give, or to perform any provisions of the work. The contractor shall immediately obey all orders of the Director of Public Works and shall not resume the work until ordered to do so in writing by the Director of Public Works . 8-h. Time of Completion and Liquidated Damages It is agreed by the parties to the contract that in case all work called for under the contract is not completed before or, upon the expiration of the time limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach and that it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore 0 agreed that the contractor will pay to the City of Huntington Beach the sum of one hundred dollars ($100. 00) per day for each and every day ' s delay beyond the time prescribed to complete the work, or any approved extension thereof, and the contractor agrees to pay such liquidated damages as herein provided and in case the same are not paid, agrees that the ® City of Huntington Beach may deduct the amount thereof from any money due or that may become due the contractor under the contract. It is further agreed that in case the work called for under the contract is not finished and completed in all parts and ® requirements within the time specified the Director shall have the right to extend the time for completion. If the Director extends the time limit for the completion of the contract, the City shall further have the right to charge to the contractor, his heirs, assigns or sureties , and to deduct from the final payment for the work, all or any part, as it e� may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during the period of such extension, except that the cost of final surveys and preparation of final estimate shall not be included in such charges. *, YTS .,,�,,,� t1 *aM-'?-r4 �K ~ ,,'.1"` �,�,y� *t+r�r •�_- , ;.:. 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